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WS-17-1073WSfr 1b13 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -4-17-1073 Permit Type: WindowsIShutters erri Von( Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 4118/2017 Expiration: 10/15/2017 Parcel Number Applicant 305 NE 91 Street Miami Shores, FL 33138- 1132060136490 Block: Lot: ALFRED & NANCY DOWSON Owner Information ALFRED & NANCY DOWSON Address 305 NE 91 ST MIAMI SHORES FL 33138-3129 Phone Cell Contractor(s) T BOWLEG CONSTRUCTION • Phone (305)494-6737 Cell Phone Valuation: $ 28,000.00 Total Sq Feet: Type of Work: INSTALLATION OF 29 WINDOWS AND 4 DO No of Openings: 33 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $16.80 $6.45 $6.45 $5.60 $430.00 $12.00 $22.40 $499.70 Pay Date Pay Type Invoice # WS -4-17-63732 04/18/2017 Credit Card 04/18/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 449.70 $ 449.70 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-namctor to do the work stated. April 18, 2017 Authorized Signature: Owner / Applicant / Cont r`actdr Agent Date Building Department Copy April 18, 2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: 305 NE 91ST STREET Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL RECF'T'r;.FD PFS 1 8 2Q17 51:4 FBc xo )9 Wsi�-163 ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3026-013-6490 Occupancy Type: Load: Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):ALFRED DAVID DOWSON Address:305 NE 91ST STREET Phone#: 786-556-4086 City: MIAMI SHORES State: FL Tenant/Lessee Name: Phone#: Email: Zip: 33138 CONTRACTOR: Company Name: L ‘3%..-4-1l CLL. -.-.4 Address: j, *6'td-" 5 `f V 215 Phone#:3 Li S 3-. City: iktl' .s ,, ,,� State: `f Zip: 13 p rq Qualifier Name: T'j�"^'�,'& /�,a u• -••)k c� Phone#: State Certification or Registration #: e- "1 c 0'3'2, rt) Certificate of Competency #: DESIGNER: Architect/Engineer: N-1 %' Phone#: Address: City: State: hp: Value of Work for this Permit: $ 28,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: INSTALLATION OF 29 WINDOWS AND 4 DOORS Specify color of color thru tile: Q� Submittal Fee $ Permit Fee $ CCF $ CO/CC $ J� Scanning Fee $ Radon Fee $ DBPR $ Notary $ 95 Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 99 TOTAL FEE NOW DUES L.J.. 9 •0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which • curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app . ed • nd a reiSpection fee will be charged. Signatur Signature OWNER or AGENT The foregoing'A�instrument wasacknowledged before me this I' ( day of 111WA " , 20 ___t___, by A- t. ITA..+�� , who is )personally known to me or viho has produced '1" 17 v as identification and who did take an oath. NOTARY PUBLIC: Si P GERLONDA YOUM •� ritei •• .z> • 129050 o oto' EXPIRES June 3, 2018 'oFlorida •ta CONTRACTIR The foregoing instrument was acknowledged before me this �2 LItA day ofJ } A , 20 ', by / l vnw ' (`4 -AK , who is pLefiOirally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY �' Plans Examiner Structural Review Zoning Clerk Congratulations' With this license you become one of the needy one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business in order to serve you better. For information about our services, please log onto www.myllorldallcense.com. There you can find more Information about our divisions and the regulations that Impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department Is: Ucense Efficiently, Regulate Fairly. We constantly strive to serve you batter so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR t. 1, STATE OF FLORIDA DEPARTMENT°OF BUSINESS AND PROFESSIONAL REGULATION CGC032801 , ISULt ^09104/2016 CERTIFIED GENE'RAI JGONTRACTOii BOWLEG; THOfV S T BOWLEG'CONSTRtJC 13 CERTIFIED under the provisions of Ch.489 FS. Expiration dint: AUG 31, 2018 we 1L1E09048091913 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA EPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER 1 t° CGC032801 The GENER CONTRACTOR Named.bel ;IS CERTIFIED Under th `•revisions of Chapter 489 -FS, Expirati. date: -AUG 31, 2018 r /- BOWI EG„THOMRS E T BOWLEG CONSTRUCTI ,;. 1361 NW 198 ST ,., M ' IAMI' ' ' .:,F,I*338 t --.�.., ,, .r -, ISSUED: 09/04/2016 DISPLAY AS REQUIRED BY LAW SEO ff L1609040001913 4 Local Busi ness Tax Receipt Miami -Dade County, State of Florida THIS 1S NOTA BILL -DO NOT PAY 1512590 BUSINESS NAM E/LOCATION T BOWLEG CONSTRUCTION 1361 NW 198 ST MIAMI GARDENS, FL 33169 OWNER T BOWLEG CONSTRUCTION THOMAS E BOWLEG PRES Worker(s) RECEIPT NO. RENEWAL 1512590 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR 10 CGC032801 PA Y M ENT RECEIVED BY TAX COLLECTOR 45.00 09/16/2016 CREDITCARD-16-054148 This Local Business Tax tbceipt only con"rms payment of the Local Business Tax. The Receipt is not a license, pewit or a cacti "cation ct the holder's quell "cations, to do business. Hodder must cattily with any governmental or nongovernmental regulatory laws and requirements whichsplay tothe business, The R13:13 PT NO above mist be displayed on all corm ental vehicles - Miami -Dade Cade Sec a -V For more Lnrorrretion, visit www.rriarrir deoovttmrodlector AcR ® CERTIFICATE OF LIABILITY INSURANCE I DATE(MM/DD/VVYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATEO2/23/2017 HOLDER.. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION 15 WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER REELS INSURANCE AGENCY dba Coverall Insurance 5800 W Atlantic Blvd Margate FL 33063 INSURED CONTACT NAME: PHONE 4A/C. No. ExU• (954)309-4525 E-MAIL reelsins ADDRESS: @yahoo.COm FAX (A/c No): INSURER A : T BOWLEG CONSTRUCTION 1361 NW 198 ST Miami Gardens FL 33169 COVERAGES CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT THE P INSURER B : INSURER C : INSURER(S) AFFORDING COVERAGE Federated National Technology Insurance Company NAIC 0 INSURER D : INSURER E INSURER F : REVISION NUMBER: INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TOLWHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT. TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED INSR BY PAID CLAIMS LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER (MM/DD/YYYYY) (MM/DDmYY) LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS �/ EACH OCCURRENCE $ 1,000,000 -MADE /� OCCUR PRM SES (OEa occurrence) $ 100,000 GL MED EXP (Any one person) $ 5,000 -0504011462 12/30/2016 12/302017 GEN'L AGGREGATE PERSONAL & ADV INJURY $ 1,000,000 1 POLICY LIMIT APPLIES PER: I PRO- GENERAL AGGREGATE $ 2,000,000 IJECT LOC 1 I OTHER: PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT .1Ea accident) $ _----1 . BODILY INJURY (Per person) $ -,_ ALLOStED 1 SCHEDULED NON -OWNED BODILY INJURY (Per accident) $ -- HIRED AUTOS _.._j AUTOS PROPERTY DAMAGE er accident $ _1 UMBRELLA UAB k I OCCUR EXCESS UAB EACH OCCURRENCE $ 1I CLAIMS -MADE AGGREGATE $ DEO I RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' UABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N I STATUTE I I KH $ OFFICER/MEMBEREXCLUDED? X N/A TWC3505331 12/30/2016 12/30/2017 E.L. EACH ACCIDENT $ 100,000 (Mandatory In NH) It yes, describe under E.L. DISEASE - EA EMPLOYEE $ 100,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 500,000 Additionally Insured: Family Townhouses of the Lakes of Emearald Hills INC DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) General Contractor Commercial & Residential Projects nFRTICIt"ATC unl nco LATION Village of Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZ • • • ATIVE ACORD 25 (2014/01) -2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: .., L plyvit-3 '� /(r1 orf' < � � Qu'a7ifier/Owner Signature Date Print Name VAN AS S U RA Pompano Beach, FL 33069 www.assurawindows.com WINDOWS & DOORS Office: 954.781.4430 Assura Windows & Doors CUSTOMER JOB BREAKDOWN 1543 North Powerline Road E-mail: sales@assurawindows.com BILL TO: ALFRED AND NANCY DOWSON 305 NE 91ST STREET MIAMI SHORES Phone: FL 33138 Fax: SHIP TO: Griffin Bldg. Prods Llc 4870 NW 167 STREET Miami Gardens Phone: 305-494-6737 Quote # 501276 FL 33014 Fax: 4802474156 QUOTE NAME PROJECT NAME DOWSON RESIDENCE 305 NE 91ST STREET CUSTOMER PO# QUOTED BY LAST SAVED bgriffin 2/20/2017 8:21:29 PM Comments: Labor cost includes removal and disposal of existing windows and doors. Installation of wood bucks, interior and exterior tcaulking included in Labor cost. Permit and Engineering Fees not included in price. Structural modifications, drywall repair, tile, finish floor, and wood trim work not included in Labor cost. 2 year workmanship warranty. Material lead-time is 5-7 ,weeks. Lineltem # Description Quantity 100-1 Series 805 2 Panel Horizontal Roller 74" x 38.375" Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-2-00087-00014, U -Factor = 1.08, SHGC = 0.46, VT = 0.38, CR = 16 Frame Type = Flange Frame, Handing = XO Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1 Left, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: WEST ELEVATION 1 RECEINI Ta.�ti A'R182017 1 Quote Number: 501276 Page 1 Of 7 4 LineItem # Description Quantity I 200-1 Series 805 2 Panel Horizontal Roller 37" x 38.375" Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-2-00087-00014, U -Factor = 1.08, SHGC = 0.46, VT = 0.38, CR = 16 Frame Type = Flange Frame, Handing = XO Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1 Left, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: WEST ELEVATION 3 Lineltem # Description Quantity 300-1 Series 805 2 Panel Horizontal Roller 37" x 38.375" Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-2-00087-00014, U -Factor = 1.08, SHGC = 0.46, VT = 0.38, CR =16 Frame Type = Flange Frame, Handing = XO Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1 Left, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: NORTH ELEVATION 1 LineItem # 400-1 Description Quantity Series 390 3T 3 Panel Sliding Glass Door 86" x 80" Impact Rating = Large Missile, EXT. (+) Rating = 60, INT. (-) Rating = 60 CPD = TML -M-7-00014-00010, U -Factor = 1.03, SHGC = 0.39, VT = 0.3, CR = 15 Handing = OXX, Concealed Aluminum Reinforcing = Light Reinforcing, Sill Riser Height = 2 3/4" Sill Height, Sill Riser Type = Square Sill Cover, Bottom Rail Type = 4" Bottom Rail Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 9/16" Lami (HS/HS), Interlayer Type = PVB Unit 1, 2, 3: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Exterior Keyed Primary Panel = No, Keyed Alike = No, Roller Type = Stainless Steel Split Finish? = No, Exterior Handle Finish = White, Interior Handle Finish = White Screen Included = Yes, Single Track Add -On = Yes Room: WEST ELEVATION Quote Number: 501276 Page 2 Of 7 1 LineItem # Description Quantity I 500-1 Series 249 Single Door 31.0625" x 80" Impact Rating = Large Missile, EXT. (+) Rating = 58, INT. (-) Rating = 80 Glazing Bead Type = Square, Handing = Hinge Left, Sill Riser Height = 1 5/8" Sill Height, Bottom Rail Type = 9" Bottom Rail Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (HS/HS), Interlayer Type = PVB Unit 1: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Type = Residential, Hinge Style = Standard Butt Hinge, Multi -Point Locking System = Yes, Include Handle(s)? = Yes, Keyed Alike = No Backplate Style = Standard, Lever Style = Venice, Split Finish? = No, Exterior Handle Finish = Satin Nickel, Interior Handle Finish = Satin Nickel Room: EAST ELEVATION 1 LineItem # Description Quantity 600-1 Series 805 3 Panel Horizontal Roller 75"x63" 1/4-1/2-1/4 Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-2-00087-00006, U -Factor = 1.08, SHGC = 0.46, VT = 0.38, CR = 16 Frame Type = Flange Frame, Handing = XOX Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish =- White White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (HS/HS), Interlayer Type = SGP Unit 1 Left, 1 Center, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: NORTH ELEVATION 2 LineItem # 700-1 Description Quantity Series 390 2T 2 Panel Sliding Glass Door 60" x 83" Impact Rating = Large Missile, EXT. (+) Rating = 70, INT. (-) Rating = 70 CPD = TML -M-7-00001-00001, U -Factor = 1.03, SHGC = 0.42, VT = 0.35, CR = 15 Handing = OX, Concealed Aluminum Reinforcing = Light Reinforcing, Sill Riser Height = 3 1/2" Sill Height, Sill Riser Type = Square Sill Cover, Bottom Rail Type = 4" Bottom Rail Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (HS/HS), Interlayer Type = PVB Unit 1, 2: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Exterior Keyed Primary Panel = No, Keyed Alike = No, Roller Type = Stainless Steel Split Finish? = No, Exterior Handle Finish = White, Interior Handle Finish = White Screen Included = Yes Room: NORTH ELEVATION Quote Number: 501276 Page 3 Of 7 1 75 Lineltem # Description Quantity1 800-1 Series 805 2 Panel Horizontal Roller 74" x 63" Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-2-00087-00006, U -Factor = 1.08, SHGC = 0.46, VT = 0.38, CR = 16 Frame Type = Flange Frame, Handing = XO Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (HS/HS), Interlayer Type = SGP Unit 1 Left, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: EAST ELEVATION 2 Lineltem # Description Quantity 900-1 Series 805 2 Panel Horizontal Roller 37" x 38.375" Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 Frame Type = Flange Frame, Handing = XO Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1 Left, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = Yes, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: NORTH ELEVATION 1 Lineltem # Description Quantityl 1000-1 Series 249 Single Door 31.0625" x 80" Impact Rating = Large Missile, EXT. (+) Rating = 58, INT. (-) Rating = 80 Glazing Bead Type = Square, Handing = Hinge Right, Sill Riser Height = 1 5/8" Sill Height, Bottom Rail Type = 9" Bottom Rail Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (HS/HS), Interlayer Type = PVB Unit 1: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Type = Residential, Hinge Style = Standard Butt Hinge, Multi -Point Locking System = Yes, Include Handle(s)? = Yes, Keyed Alike = No Backplate Style = Standard, Lever Style = Venice, Split Finish? = No, Exterior Handle Finish = Satin Nickel, Interior Handle Finish = Satin Nickel Room: NORTH ELEVATION Quote Number: 501276 Page 4 Of 7 1 1 37 LineItem # Description Quantity I 1100-1 Series 805 2 Panel Horizontal Roller 37" x 50.625" Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-2-00087-00014, U -Factor = 1.08, SHGC = 0.46, VT = 0.38, CR = 16 Frame Type = Flange Frame, Handing = XO Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1 Left, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: NORTH ELEVATION 1 LineItem # Description Quantity 1200-1 Series 805 2 Panel Horizontal Roller 37" x 50.625" Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-2-00087-00014, U -Factor = 1.08, SHGC = 0.46, VT = 0.38, CR . = 16 Frame Type = Flange Frame, Handing = XO Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1 Left, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: EAST ELEVATION 1 LineItem # 1300-1 Series 805 2 Panel Horizontal Roller 74" x 63" Description Quantity I Impact Rating = Large Missile, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-2-00087-00006, U -Factor = 1.08, SHGC = 0.46, VT = 0.38, CR =16 Frame Type = Flange Frame, Handing = XO Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (HS/HS), Interlayer Type = SGP Unit 1 Left, 1 Right: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hardware Finish = White, Lock Type = Sweep Lock, Number of Locks = 1, Roller Type = Stainless Steel Ball Bearing Screen Included = Yes Room: SOUTH ELEVATION Quote Number: 501276 Page 5 Of 7 1 LineItem # Description Quantityl 1400-1 Series 525 Casement 37" x 63" Impact Rating = Large Missile, EXT. (+) Rating = 70, INT. (-) Rating = 75 CPD = TML -M-9-00006-00006, U -Factor = 0.95, SHGC = 0.37, VT = 0.29, CR = 15 Frame Type = Flange Frame, Handing = Left Hand Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hinge Style = Washability, Multi -Point Locking System = Yes, Operator Arm Finish = Stainless Steel, Hardware Finish = White Screen Included = Yes Room: LIVING ROOM 1 LineItem # Description Quantity1 1500-1 Series 525 Casement 37" x 63" Impact Rating = Large Missile, EXT. (+) Rating = 70, INT. (-) Rating = 75 CPD = TML -M-9-00006-00006, U -Factor = 0.95, SHGC = 0.37, VT = 0.29, CR 15 Frame Type = Flange Frame, Handing = Right Hand Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hinge Style = Washability, Multi -Point Locking System = Yes, Operator Arm Finish = Stainless Steel, Hardware Finish = White Screen Included = Yes Room: LIVING ROOM 1 LineItem # 1600-1 Series 300 Rectangle Fixed Description Quantity I 7 " x 59" 3 i/1 Impact Rating = Large Missile, Unit Must Meet Specific Design Pressure? = No, EXT. (+) Rating = 80, INT. (-) Rating = 80 CPD = TML -M-16-00012-00014, U -Factor = 1.03, SHGC = 0.51, VT = 0.43, CR = 15 Frame Type = Flange Frame Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (HS/HS), Interlayer Type = SGP Unit 1: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Room: LIVINGROOM Quote Number: 501276 Page 6 Of 7 1 37 37 LineItem # Description Quantity 1700-1 Series 525 Rectangle Fixed 19" x 62.75" Impact Rating = Large Missile, EXT. (+) Rating = 70, INT. (-) Rating = 75 Frame Type = Flange Frame Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Room: MASTER BEDROOM 6 LineItem # Description Quantity 1 1800-1 Series 525 Casement 19.125" x 63.75" Impact Rating = Large Missile, EXT. (+) Rating = 70, NT. (-) Rating = 75 CPD = TML -M-9-00006-00006, U -Factor = 0.95, SHGC = 0.37, VT = 0.29, CR 15 Frame Type = Flange Frame, Handing = Right Hand Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hinge Style = Washability, Multi -Point Locking System = Yes, Operator Arm Finish = Stainless Steel, Hardware Finish = White Screen Included = Yes Room: MASTER BEDROOM 3 LineItem # Description Quantity 1900-1 Series 525 Casement 19.125" x 63.75" Impact Rating = Large Missile, EXT. (+) Rating = 70, INT. (-) Rating = 75 CPD = TML -M-9-00006-00006, U -Factor = 0.95, SHGC = 0.37, VT = 0.29, CR =15 Frame Type = Flange Frame, Handing = Left Hand Two Tone Finish = No, Exterior Finish = White - AAMA 2603, Interior Finish = White - AAMA 2603 Unit 1•: Glass Make -Up = 7/16" Lami (Ann/Ann), Interlayer Type = PVB Unit 1: Glass Color = Gray, Obscure Translucent (White Interlayer) = No, Textured Glass = None Hinge Style = Washability, Multi -Point Locking System = Yes, Operator Arm Finish = Stainless Steel, Hardware Finish = White Screen Included = Yes Room: MASTER BEDROOM 3 LineItem # 1900-1 63" 1 x 4 x 1/8 Mullion Room: LIVINGROOM Description Quantity ; Quote Number: 501276 Page 7 Of 7 2 - 19 -. 19.125 - 19.125 - GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT 4870 NW 167TH STREET, MIAMI GARDENS, FL 33014 This is an agreement between Griffin Building Products LLC ("GBP") and Alfred & Nancy Dowson (hereinafter "Customer"). This agreement incorporates by reference the (quotations and other relevant documents) attached as Exhibit A, and this Agreement is subject to its instructions, terms, and conditions. This agreement, quotations, and other relevant documents shall collectively be referred to herein as the Agreement. 1. Specifications of Products to be Delivered The Specifications of Products to be installed is set forth in Exhibit A. 2. Price, Delivery, and Installation of Products (A) Price The price of the products are set forth in Exhibit A. The prices of the products provided are based on specific technical specifications, dimensions, quantities and, if applicable, custom finishes. Customer acknowledges and agrees that it has verified and confirmed the information contained in Exhibit A before executing this agreement. (B) Delivery of the Product It is the responsibility of the customer to make available the premises for the delivery and installation of the products in a timely fashion. (C) Installation of Product GBP is not a general contractor. GBP will be coordinating permitting (if required), delivery and the installation of the products. GBP will choose the installer of the product who shall be licensed to perform the scope of work in the State of Florida. Products supplied shall be installed to code as specified per the Florida Building Codes. GBP agrees to furnish materials only as set forth in this Agreement. Customer acknowledges and agrees that it is the customer's responsibility to ensure that there are no (natural or man-made) impediments at the premises preventing the installer from installing the products. 3. Sales Tax Sale tax will be charged on all orders unless a current signed sales tax certificate is on file with GBP in accordance with the laws of the State of Florida. 4. Delivery Date of the Products and Time -Frame for Obtaining Permits (A) Delivery Date of the Product Delivery dates of the products will only be able to be forecast upon the manufacturer's acceptance of the order. Once such date has been set, GBP shall not be responsible for any delay GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT caused by the manufacturer, labor difficulties, fire, weather, natural disasters or other acts of God, or any causes beyond GBP's control. (B) Time -Frame for Obtaining Permits GBP, in conjunction with its installers, will strive to expeditiously obtain any necessary permits required by the designated Building Department for the installation of the products set forth in Exhibit A. However, GBP shall not be responsible for any delays that occur as a result of the permitting process. 5. No Cancellation or Return of Initial Payment After the effective date of this Agreement, there shall be no cancellations of orders that have been placed. Initial payments on orders are non-refundable and the customer is responsible to the manufacturer for the remaining balance of the order. However, the customer is entitled to reject any damaged products at the time of delivery, but waives that right thereafter. 6. Payment Schedule and Release of Lien (A) Payment Schedule Customer shall pay fifty percent (50%) of the amount set forth in Exhibit A upon the effective date of this Agreement. The next payment of thirty-five percent (35%) shall be due upon delivery of the products. Materials will not be released until second payment is received. The final payment of fifteen percent (15%) shall be due immediately after the designated Building Department has passed the final inspection and the permit is closed. (B) Release of Lien Once GBP receives the final payment (as set forth in paragraph 6(A), it shall issue the Release of Lien to the customer. 7. Customer Indemnification Customer shall indemnify GBP vis-a-vis manufacturer and/or installer(s) for any cost owed as a result of customer's nonpayment. All legal fees (lien notices, collection fees, court fees, attorney's fees) incurred by GBP due to non-payment by the customer to the manufacturer or installer shall be the sole responsibility of the customer to indemnify GBP. 8. Customer Claims Against Manufacturer's Warranty Warranty and claims for defective products need to be inspected and approved by the manufacturer of the products before either a credit is issued or the product is replaced. A "Return Goods Authorization", issued by the manufacturer is required prior to the return of any goods, the issuance of a credit memorandum or the replacement of any product. 2 GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT (A). No Warranty for Silicone and Sealant Squeeze Out Customer acknowledges and agrees that glass has prevalent characteristics such as bubble, slight discolorations, blurs and hairline scratches. Accordingly, the customer acknowledges and agrees that silicone and sealant squeeze out are not manufacturer defects. (B). No Warranty for Glass Distortion Caused by Heating and Cooling Cycles Customer acknowledges and agrees that heat strengthened glass is subject to distortion caused by the heating and cooling cycles that produce the increased strength and thermal endurance of these products. Customer further acknowledges and agrees that these visual characteristics are not defects and cannot be eliminated; they are to be expected, as they are inherent qualities that meet or exceed federal specification. 9. Customer Claims Against Griffin Building Products GBP's sole and exclusive obligation and liability with respect to products sold to customer are expressly limited to repairing or replacing, at GBP's option, any product agreed by the manufacturer to be defective at the time of delivery. GBP will in no event be liable for incidental, consequential liability or damages caused by customer misuse or abuse or weather- related damages to products supplied. Similarly, and for the same reasons set forth in paragraph 8(A) and (B), the customer acknowledges and agrees that GBP is not responsible for any silicone and sealant squeeze out or for glass distortion caused by heating and cooling cycles. 10. Product Standards All impact and non -impact glass products sold by GBP are manufactured in accordance with ASTM (American Section of the International Association for Testing Materials) Standards, and the quality and acceptability of this glass will be determined by this standard exclusively. If a dispute should arise about the quality or acceptability of impact glass or non -impact glass, a determination will be made by an independent forensic engineer who must be a full member of the National Academy of Forensic Engineers and that individual must also be mutually agreed on by the customer and GBP. In that event, the customer and GBP agree to be bound by the decision made by this independent forensic engineer. In the event that the independent forensic engineer determines that the product is unacceptable, GBP shall repair the product in a manner acceptable to the independent engineer at no additional cost to the customer. 11. Notice and Method of Payment (A) Notice Any notice required to be given under this Agreement shall be in writing and delivered personally to the other designated party at the addresses listed in Exhibit A, mailed by certified, registered or express mail, return receipt requested or by Federal Express (which must be signed for). Either party may change its address to which notice or payment is to be sent by sending the other party (through means provided for in the previous sentence) written notice to the other party of the new address. 3 GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT (B) Method of Payment The method of payment is set forth in Exhibit A. 12. Governing Law, Dispute Resolution, Jurisdiction and Venue (A) Governing Law This Agreement shall be governed in accordance with the laws of the State of Florida. (B) Dispute Resolution The parties agree to make a good -faith effort to resolve any disagreement arising out of or in connection with this Agreement through amicable negotiation. Should the parties fail to resolve any such disagreement within thirty (30) days, the parties agree to have the matter mediated. The parties shall confer and agree upon the mediator. If the mediation does not resolve the dispute, then the controversy may be brought by either party to the American Arbitration Association ("AAA"), if the total fee for the products and services is fifteen thousand dollars ($15,000) or less. The outcome of such arbitration shall be binding on the parties. If the products and services exceed fifteen thousand dollars ($15,000) then the matter shall be adjudicated exclusively in the Circuit Court for Miami -Dade County, Florida or the United States District Court for the Southern District of Florida. (C) Jurisdiction and Venue The parties consent to the jurisdiction of the AAA or the Florida State or Federal Courts as specified in paragraph 12(B), agree to accept service of process by mail, and hereby waive any jurisdictional or venue defenses otherwise available to them. 13. Waiver No waiver by either party of any default shall be deemed as a waiver of prior or subsequent default of the same of other provisions of this Agreement. 14. Severability It is the belief and intent of the parties that this Agreement does not contain any provisions contrary to law. However, if any part of this Agreement shall be determined to be illegal, invalid, or unenforceable, that part shall be severed from the Agreement and the remaining parts shall be valid and enforceable, so long as the remaining parts continue to fulfill the original intent of the parties. 15. Integration This Agreement constitutes the entire understanding of the parties, and revokes and supersedes all prior agreements between them and is intended as a final expression of their Agreement. It shall not be modified or amended except in writing duly executed by both parties hereto and specifically referring to this Agreement. This Agreement shall supersede any other documents which may conflict with this Agreement. Should there be any conflict between Exhibit A and this Agreement, Exhibit A's provisions shall prevail. 4 GRIFFIN BUILDING PRODUCTS LLC'S SALES AGREEMENT 16. Captions The captions herein are inserted only as a matter of convenience and for reference, and in no way define, limit or describe the scope of this Agreement, nor the intent of any provision thereof. 17. Agreement not to be Construed Against Drafter Customer acknowledges that it has reviewed and understands this Agreement, has had an opportunity to review it with an attorney of its choice, and has agreed to all its terms. Under these circumstances, the language of this Agreement shall not be interpreted or construed in favor of or against any party as the drafter of this Agreement. 18. Authority to Execute this Agreement The undersigned represents and warrants that they (or he/she) have (or has) the authority to execute this Agreement and to carry out all obligations imposed hereunder. WHEREOF, intending to be legally bound, the parties have executed this Agreement on the date set forth below. Griffin Building Products LLC Alfred Dowson/Nancy Dowson Signature: Signature: Print Name: Benjamin Griffin Print Name: Date: Date: 5 RAMMSENGINEERING, INC. Kd=.85: 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior &Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30. 40 50 60 1; 00 0.95 0.92 • . 0.89 0.88 0.86 15-.-j 4.4J 38.5 37.5 36.7 36.1 . 35.7 20 42.7 '40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 44.2 ...43.6 50 51.8 49.4 48.1 47.1 . 464 ••••4t.7 • • 60 53.7 51.2 49.8 48.8 .•468.; :647.4 • . . Interior Zone (4 = Walls) Negative Pressures ••••• "' Exposure.0 For the 175 mph Wind Zone C.�`<:ORY 2•.• .. Height (Maximum) Effective Wind Area (or, Tributary Area) in_& .tore, Feet• 10 20 30 40 ' 50' :•••:60 �. • -1.10 -1.05 -1.02 -0.99 •.41.98 ... -0s96 :• C1'57 48 8' -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 , -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43:2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50.1. • -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. CATEGORY 2 Height (Maximum) • Effective Wind Area (or, Tributary Area) in Square Feet 10 . 20 30 ' . 40 50 60 A:40 . • . -1.29 -1.23 • -1.19 • -1.15 -1.13 1.5 . -54.1 -50..4 . -48.3 -46.8' -45.6 , -44.7. 20 • -57.2 -53.4,„ ' -51.1 -49.5 -48.3 • r47.3 ' 25 -59.8 . -55.8 . '-53.4• . -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 • ..-51.5 40 -66.1 -61.7 -59.1 -57,2 -55.8 -54. • 0 50 -69.3 • -64.7 -61.9 • -60.0 -58.5 -5jlJ 60 -71.9 -67.0 -64.2 -62.2 -60.6 N Kt A Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is but not Iess•than 4% of least horizontal dimension or 3 ft. (h = mean roof height NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT I 00 S. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Tim.Windows LLC --1 15'43'N.Powerline Road Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction -(AH -J). - — This NOA shall not be valid after the expiration date stated . below. The Miami—Dade Coun Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade Cog y}•reserve the right to have this product or material tested for quality assurance purposes. If . his:product •cj•graterial • • fails to perform in the accepted manner, the manufacturer will incur the expense osmi testing AO the AFJJ may immediately revoke, modify, or suspend the use of such product or materi4,1•y4tjun their jurisdiction. • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dadeaaunty Product Control • Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to complywjtfr•t,re F1gjid� $wilding• • • • • Code, including the High Velocity Hurricane Zone.- • • • • • • • DESCRIPTION: SeTies °'805" Aluminum'Aorizontal'Rolling Winidati L—.M: • • - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • APPROVAL DOCUMENT: Drawing No. W0-81, titled "Series 805 Alum. Horieontaa Rolling WcJw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by N1-1$arboq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Condo( Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and. Small.Missile_Impac Resis'tant� LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been rio change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 13-0107.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • .• • MANMADE COUNTY APPROVED TOA No..15=0505:29 Expiration Date: 'May 13;•2019 'Approval Date: August 13 2015 Page 1 • • T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 ."". 3) Cyclic Wind Pressure Loading per FBC, 1AS•203-94 4) Forced Entry Test, per FBC 2411 3.2.1 antj•'.44202-24:. along with marked -up drawings and installation diagram of aneitimintun horizontal rolling window, prepared by Fenestration Testing Laboratory, hie. Fest I1epp No. FTL-5945, dated 07/31/09, signed and sealed by Julio E. GoniAte'z, P.E. • • • (Submitted under NOA No. 09-1110.02) •. •• • . • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •. 2) Uniform Static Air Pressure Test, Loadingper F$C T4 •Zg-94 3) Water Resistance Test, per FBC, TAS 202V4 . •. • 4) Large Missile Impact Test per FBC, TAS 2011-94 "• • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI, -5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) E-1 . . . • • .• . . Manuel , P.E. Product Contro miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TA&02e2-94 3) Water Resistance Test, per FBC, TAS 202-V4 + • , •••• • 4) Large Missile Impact Test per FBC, TAS 201'-94' : T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FRC -5th Edition (2014), and of no financial interest, dated March 26, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) •••• 4. Laboratory compliance letter for Test Report No. FTL-5459, issned•by Fenestration • Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Miclfael R. W Me1, •. P.E. .... • (Submitted under NOA No. 09-0105.02) • 5. . Laboratory compliance letter for Test Reports No. FTL-3946 hnd.70L-39W issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 141 4313 respeeubgly, • • both signed and sealed by Edmundo Largaespada, P.E. • • • • "• • • (Submitted under NDA No 04-0120.01) . •. •'. • G. OTHERS • 1. Notice of Acceptance No. 14-0107.08, issued to T.M. Window LLC, for their Shies "805" Aluminum Horizontal Rolling Window - L.M.I., approved on 02/20/14 and expiring on 05/13/10. E-3 Manuel P , P.E. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 z 3/16" ANN. CLASS .090" Interloyer Soflex Clear Md Color Glass By 'Eastman Chemical Co.' 3/16" ANN. GLASS SIUCONE GE RGS7700 DOW CORNING 995 z 3/16" HEAT STREN'D GLASS 090" Interlayer Kuroray SentryGies By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY CTYPE' i'7 7/16" OVERALL GLASS 3/16" HEAT STREN'D GLASS 120" Interlayer Uvekol S By 'Annex USA, Inc.' SIUCONE GE RGS7700 DOW CORNING 995 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY TYPE 'B' 7/16" OVERALL GLASS 3/16" ANN. GLASS 120" Interlayer Uvekol 5 By AJInex USA, Inc.' 3/16" ANN. GLASS ® , ' ® 1 ' AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES ® WIDER THAN 36" ONLY ® WIDER THAN 36" ONLY SILICONE GE RGS7700 DOW CORNING 995 TYPE 'C' 1/2" OVERALL GLASS TYPE 'D' 1/2" OVERALL GLASS GLAZING OPTION SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLUNG WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS 1/4" AR SPACE 1/8" ANN. GLASS .090" Interlayer Salley Clear Md Color Glass By 'Eastman Chemical Co: 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ALL SIZES TYPE 'E' 11/16" OVERALL INSUL. GLASS AODL ANCHOR READ. FOR INSTM.LATIONS INTO WOOD STRUCTURES OR THRU W000 BUCKS INTO MASONRY FALSE MUMINS (SURFACE APPUEO) MAY BE USED 0. 74" MAX. WINDOW WIDTH 9 3/8" MAX. WV WV 6" - HEAD 3" SILL CLASS TYPE 'C CLASS TYPE 'D' � ill .Ij 11 __JLO jl )/ II IQ I II 11 I 11 i1I %/l I I; // II / ____'t_--aF--- II 1 _ JL___ I - I, ---rr-- ,I' 1 © 1 1 Iii I --- TF--- __�====n %% , '/ O '0 11— 11 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES UMIT MAX. LOADS TO *80.0 P51. 6" MAX. HEAD/SILL CORNERS 111111111 1111111111 D.L. OPG. D.L. OPG. 37 1/2" VENT WIDTH TYPICAL ELEVATION MAXIMUM DESIGN FOR SIZES AU UN UA 51L05 LOAD RATING SHOWN ABOVE OR — PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'B' CLASS TYPE 'C CLASS TYPE 'D' GIASS TYPE 'E' EM.(+) 1NT.(7) EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) EXT.(+) 1NT.(—) EXT.(+) INT.(—) 180.0— `90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES UMIT MAX. LOADS TO *80.0 P51. **•• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNEy AND TEST TE CQMPN WITH RHE• • REQUIREMENTS OF THE FLORIDA BUUIIWING COV INCLILIING IG: V E OCI • • HURRICANE ZONE (HVHZ). • • WOOD BUCKS BY OTHERS. MUST Et•ANCHIFfEl PROPERLY TS TRANSFER • • LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIORS NO0 SHOWN 14 I bESE • PETALS Ali • • • NOT PART OF THIS APPROVAL. • • • • • • A LOAD DURATION INCREASE NI USED INe9ESIGN QF • AMCHORLINTer W()0 ALL SHIMS TO BE HIGH IMPAA•I&N—MtTALUC AND•NON—CEMPRESSIBLE. • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA %UlkliNGC ODE. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engv, JAVAO AHMAD CML FLA PE 1 70592 CAN. 7636 APR X9"12015 PRODUCT REVISED as complying with the Flodde Building Code Acccplanco No 15-D Bx imlion Dete By Mi•n SF?11L ''e /" Product 9 �IL U m 2 J i 1 m U CO --1 o21BR bwo -.645 i .o w 0 S S 9 0 c 8 5 0 drawing no. W08-81 sheet 1 of 7 ADDL. ANCHOR RE00. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPUED) MAY BE USED 0 111' MAX. WINDOW WIDTH 10 1/4' 6" MAX. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE '0' HEAD\SILL 9 3/8' MAX. AT FIX. LITEHEAD EXT.(+) INT.(-) e 1 1 1 1 SILL AT ENT 1 1 1 1 1 1 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WRH SPRING LOADED ALUM LATCHES, FOR METALUC SWEEP LATCHES UNIT MAX. LOADS TO *80.0 PSF ==.4===4(1) ___J D II h I 11 ii fl n n 11 11 II 11 n\\\ u II -__lt.= 56 3 4' sL_ -=_= / n D.L OPC. �l — - .1 1' ii I li -==rY-==qF_-- 11 II I� I 'L 11 j 1 1L__ e 1 I I 11 11 - II ,I 1 // 1 1 1 1 i L 32 32 7/8' D.L. OPG. 37 5/8' VENT WIDTH 33 1/2' 0.L. OPG. .IIT 1- 32 7/8' O.L. OPC. 37 5/8" VENT WIDTH 6' MAX. HEAD/SILL CORNERS 0 XUX SIZES MAXIMUM DESIGN LOAD RATING - PER FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE '0' GLASS TYPE 'E' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WRH SPRING LOADED ALUM LATCHES, FOR METALUC SWEEP LATCHES UNIT MAX. LOADS TO *80.0 PSF • 01 <Z �O U ADOL. ANCHOR REO). FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU W000 BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 2 0 111' MAX. WINDOW WIDTH 14 7/8' 3' MAX. HEADj 1 l 1 1 I-1 1 I I I 1 1 I tl�l .TI_O n d jj L —JL N JL_ —n r n n I u II I D I n u1 n I u V 56 3/4' ii L D.L. OPC. L 1r 1r— �I I, 11 l ___Tr 4 ''-- ,'11Th D . ®III /4/ A+LHI 11 11 i1 —� - 6" MAX. HEAD/SILL CORNERS TYPICAL ELEVATIONS D.L OPG. D.L OPG. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• 29 1/4" VENT WIDTH XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '9' EXT.(+) 1 NT.(-) EXT.(+) INT.(-) 80.0 , 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. • • • • • 000 • • • • • • • • • • • • • ••• • • • • • t • eta* • • CAVCITIES ON:THIS 4HEET ARE BASED ON ASTM E1300-0di (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 000 • • • • 000 • • Engr: JAVAD *WAD CML FLA. PE 6 70592 CAN3538 APR 07 2015 D.L. OPG. 29 1/4' VENT WIDTH PRODUCT REVISED as complying with the Raids Building Code Acceptance No 1 g'0 9 'ration Dun .13,7111t By Li „ MIwni re 'roduct 4111, 8 V 3 0 0 0 0 U e u 0 g�3 4 0 oa vg c r • • • • • • • • • • • • • • • • • • • • • ft* • • • • • • • ••• • • • 0410 • • • ••• • • • 5 drawing no. W08-81 sheet 2 of 7 1BY WOOD BUCK •e. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING /10 X 3/8" PH SMS 2 PER CUP DIST. i j MIAMI—DARE COUNTY APPROVED 1 i it MULUON 1c MULLION ANCHORS 11 INSEE SEPARATE NOA �I iI I EDGE DIST. I II II --2.I 4" LONG WINO LOAD CLIP SEK ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: Wi 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4' WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SILL CLIP ADAPTER • • • • • •• 4 • • • ••• • • • • • • • • • •• • • • •• ••• • • • • • • • •TYPICAL A1C11 S • • •3 PER CLIP • • WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. UITRACON BY 'ELCO' (Fu -177 KSL Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS SELF DRILLING SCREWS BY 'ITW' (GRADE 5 cR5) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) /14 SMS ORS F DRI IN "SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. Engr. JAVAD NiMAD CML FLA P t70592 CA. J 538 • • • ••• • • • • • • • PR 07201: PRODUCT REVISED as complying with the Florida Building Coda Acceptance No E ration Dale Erro. / BY //4/7.. ':•i' • ode Product Cantu, '1 • arm■ • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • •• •• 10 .§.a. 0 sine f5o N bola Med 0 0 S P. oc 4 drawing no. W08-81 (sheet 3 of 7 1/4' SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING OX OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY • • thliPlItO IIULLRIN • • • • • • SEE S VAR*E NKDA • • • • • tl VENTS WITH SPRING_ LOADED LATCHES Engr: JAVAD AHMAD CML FLA PE # 70592 C 3538 EXTERIOR WINDOW WIDTH WINDOW WIDTH MI Mk • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED u complying with the Elands Uuildiog Code 13-0903.29 Acceptance No E.x•'ration Date :;ryK WI/ Dy Mi R 0 7 2015 Product eisau a o F� Q a- 8 0108 abg �kA Z 3 I 4.0 oM j(nLi:uj a Qom ZD 0 z 3Ma m EL F 9 $ $ 0 EOM aah 2N N V S trj 2 drawing no. W08-81 (sheet 4 of 7 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING L• SOD BUCKS VENT WIDTH XO LAYOUT OX OPPOSITE 1/4" MAX. SHIMS VENT WIDTH WO l8Y WOOD BUCKS ° TYPICAL ANCHORS SEE ELEV. %R SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI–DA)E COUNTY • • VPIIED LrtJLLIDN • • • • • • SEE S 11E.NOA• • • • el • VENTS WITH SWEEP LATCHES Engr: JAVA) AWAAO C.A. /70502 • C 353838 EXTERIOR • WINDOW WIDTH WINDOW WIDTH AMA • o-• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APR?' 2Oi5 0 PRODUCTREVISED as complying with the Florida Building Codc Ifo Acccptnna Nod d�5• p-1 E:. iration Date :G'T114/ 119 Dy Minni adaPry• 1 thiV z 0 gl R/ 8g g o 1f 0A a 8 d. 2 N a D S • b drawing no. W08-81 sheet 5 of 7 1.875 2.437 1 1.425 0 FRAME HEAD O 1 250 l TOP & BOTTOM RAIL I 11.000 IILII U .750 .125--( F -- l4 W ND LOAD CLIP 10 1.460-- f .077 15e .563 .313 1---1.420 -{ SILL TRACK 0 JAMB STILE .062 1.255 lYP --I .929 tt SILL CLIP ADAPTER 1.071-4 0 1.641 FRAME SILL TOP 1.000 r_ 1. I 000 .125 -.II L- 15 MTG. STILE REINF. .500 .1071- .125 1071.125 1.000 16 FIX. STILE REINF. O MEETING STILE 1.437 I 1.750 O FIXED STILE (SPRING LATCH) 2.312 1-.055 12 VENT LATCH 1.0 1.237 FRAME SILL BASE OFRAME JAMB - VENT 8 FIXED STILE (SWEEP LATCH) .937 .062 3.168 RIP LEG AS REDD. .875 3.042 • •• • • e •.163 • • • • •• • • ••• • • ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLER/6EMARK9 1 7M-130 1 FRAME HEA/ 6063-T8 - 2 11.4-13301 FRAME SILL BASE 6063-T6 - J 111-1741 FRAME SILL TOP 6063-06 - 4 11.1-132 AS REQO. FRAME JAMB - VENT 6063-16 - 5 TM -1316 AS REQO. FRAME JAMB - FIXED 6083-T6 - 6 TM -138 2/ VENT TOP MND BOTTOM RAIL 8063 -TO - 7 TM -139 1/ VENT JAMB STILE 6063-19 - 8 TM -140 1/ VENT MEETING STILE 6083-15 - 9 741-137 1/ VENT FOXED STILE (SPRING LOADED LATCH) 5063-T6 - 9A TM -137A I/ VENT FIXED STILE (SWEEP LATCH) 6083-T6 - 10 TM -136 1 SILL TRACK INSERT 6063-16 - 11 08-135 1 SILL CLP ADAPTER, 12' LONG 6063-18 A7 MTC, STILE LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCH, 3-1/8' LONG 6063-18 AT MID SPAN 12A - 1/ VENT METALLIC SWEEP LATCH - AT MIO SPAN 12B /8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS FH 565 13 TM -141A AS REOD. GLAZING BEAD (LAMINATED GLASS) 8083-T6 - 13A TM -181 AS RE02. GLAZING BEAD (INSUL. LAM. GLASS) 8063-16 - 14 TM -154 AS REQO. WAND LOAD CLP, 4' LONG 6063-16 - 15 - 1/ STILE MEETING STILE REINFORCING 6083-08 - 16 - 2/ STILE FIXED STILE REINFORCING 8083-T6 - 17 W31225 A5 REDD. FIN SEAL WSTRPPING (.270- X .220' (80H) WOOL - I8 643371 AS REGD. FIN SEAL WST199190 (.187' X .370' HIGH) WOOL - 19 W43201 AS READ. FIN SEAL WSTRIPPING (.187' X .200' HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8' X 1/2' X 1-7/18' LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END 22 - - VENT ROLLER/WHEEL BRASS - 23 %12 X 1' 2/ CORNER FRASIE ASSEMBLY SCREWS - P.H. PHILLIPS SMS 24 /10 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - P.N. PHILLIPS SMS 25 - 1/ LATCH VENT LATCH SPITING ST STEEL - 26 631175 As REGD. FIN SEAL W'STRIPPING (.187' X .175' HIGH) WOOL - 27 71.4-1511 SILL RISER 6063-16 - 28 - A5 READ. SETTING BLOCKS EP DM 0UROMETER 80±5 SHORE A .4351.-y .6(12r•0- 4 62 .923 1J GLAZING BEAD (LAM. GLASS) •• ••• • • • • • • • • • •• • • • • 1 •8E �{I�� • • • 1.919 JJI 1.799 • .163 .540 040 .500 Ie.9--I. 23 136 GLAZING BEAD (INSUL. LAM. GLASS) • •• • • • • • • • • • • ••• ••• •• • • •• • • • • ••• • • • • • • • • O FRAME JAMB - FIXED 27 SILL RISER 1T. -. -. -• • 1T• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 5 • Engr•. JAVAD AKITAO CML FLA. PE 1 70592 CAN. 3 38 7 2015 PRODUCT REVISED as complying with the Florida Building Cada Accep9*ca Nn )5- a i7 Eo LmCOn Dato I I11S1F By t/li, Mint i Dada Pro z F3 0 3 0. .46,2 3 1=._g 11 aa�sr 0 0. 0 1 c cc v 01 v N z 01 i .o a S B 01 5 01 drawing no. W08-81 (sheet 6 of 7 (2) /12 x 1 I/4" PH. SMS. ASSEMBLY SCREWS 1111 FRAME TOP CORNER (2) /10 x I" PH. SMS. ASSEMBLY SCREWS (2) /I0 x 1" PH. 5945. ASSEMBLY SCREWS (4) 112 x 1 1/4' P11. SMS. ASSEMBLY SCREWS VENT TOP CORNER FIXED MTG. RAIL TOP CORNER (2) /10 x 1' PH. SMS. ASSEMBLY SCREWS • • • ••• • • • • ` • F)If MTC, RAIL BOTTOM CORNER FRAME BOTTOM CORNER /2) 110 x •1" PH.•591, • • ASSEMBL7 S1•EWS • • • • • • • ••• • • VENTNT B COT • • • •• • • • • • • • • • Engr. JAVA0 AHMAD CML FlA PE / 70592 CAN. 1638 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15450& 2q E .imlionDam !FRl1d 2019 0 8 11 0 r. e Product •.. _ • . . ••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R 07 201; drawing no. W08-81 sheet 7 of 7 1- es BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval_Menu. > Product or Applipdion Seprjh > AppliGaGiunIit > Application Detail FL # FL116132-R1 Application Type Revision] Code Version20143, Application Status Approved -4 Comments Archived Product Manufacturer T -M Wiffdows LLC Address/Phone/Email /4154 -North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com •• • . • • • • •••• • • • • Authorized Signature Frank Bennardo •• • •• ••• '• frank@engexp.com • "" Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method • • ••.• • • • • • • •r•• • •. • • • • • • •• •• •• • • • • • • • • • • • •• • • • • • • • • • •• • ••• • • • •• • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE -0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE > Validation Checklist - Hardcopy Received Certificate of Independence FL16132 RI COI Indep.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard rear TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/27/2015 04/29/2015 05/06/2015 06/22/2015 FL # i Model, Number or Name 16132.1 Series 525 Casement Window Limits of Use Approved for use in HVHZ:.7s Approved for use outside HVHZ ': Yes Impact Resistant: Yes Design Pressure: +70/ k-' Other: Description Aluminum Casement Window Large and Small Missile Impact Stark Installation Instructions FL16132 R1 II Dwg_pdf Verified By: Frank L. Bennardo P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16132 R1 AE Eval.pdf Created by Independent Third Party: Yes titxt • • • • • • • • • • •• • • •••• • •••• • • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-40W1S24• •••• • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prv y statement : � • • • Statement :• Refund Stat:r&rn • •••• • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to tpublic-rec•r•Jsreepuest, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, p ease contact•850.487.1395. *%•o Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mustpfaVldOfjie Departrwt glith an emilligcl;eeif they have one. The emails provided may be used for official communication with the licensee. However email addre•ses •re publivrecorl. Iii you do not wish to supply a personal address, please provide the Department with an email address which can be made available to M. pdbRc. To deterni rr! ifyou are a IRer»aee•der Chapter 455, F.S., please click here . • • • Product Approval Accepts: • • • • • • • acted. Credit Card Safe itVAI r;TRlcs- • • • • • •• • • • • ••• • • • • • •• ENGINEERING EXPRESS' A FRANK L. BENNARDO, P.E., INC. INNOVATION 4/22/2015 Florida Department of Business and Professional Regulation 1940 North Monroe Street, Tallahassee FL 32399 Regarding: TM Windows, LLC Series 525 Casement Window Project #15-2372 To Whom. It May Concern: Large & Small Missile Impact Resistant) Please be advised that the below -signed engineer does not financial interest in the company manufacturing or distributing the evaluation report or validation certification has been prepared, as engineer is not owned, operated, nor controlled by the manufacturer and does not have any financial interest in any other entity involved the above -noted product(s). Respectfully, ,r,''� N� L. 6tN <7...-\NCENse'...(10 ,•.:. No. 46549 Frank L. Bennardo, P.E.•'• STATE OF ; ct, , Frank L. Bennardo, P.E. Inc.'r� �,c�; . ke. FL PE 0046549 �'�.,� d,S'• (f1R�DP'\� Cert of Auth #9885 have nor will acquire a product(s) for which an referenced above. or distribelgr•n¢ted aboy�• in the approTi.process 2af • .... • • • • •.•• • •. . • • • • • •• •• •• • •. • • • • •. • • •• • •• • ••• • • • 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM P.E.R.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT Product Evaluation Report 4/22/2015 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL# 16132.1-R1 15-2372 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 525 Casement Window Large & Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida • • • • Department of Business and Professional Regulation (Florida Building Commission) Rut Chapter 610.20• • • 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has t1ttn ttsted :••• and/or evaluated as summarized herein to show compliance with the Florida Building Cddt3Eifih Edition • • (2014) and is, for the purpose intended, at least equivalent to that required by the Code.• R2Waluation of: this product shall be required following pertinent Florida Building Code modifications or ryittiCrls. • • Substantiating Data: • • •.• •• • .. • PRODUCT EVALUATION DOCUMENTS ' EX drawing #15-2372 titled "Series 525 Casement Window", sheets 1-8, prepared by En9iiee(ing ••• Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • • .• • • • • . . • • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report #1213.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity Raised Engineer's Pages 1 t oilt4 01,r 6549 Frank L. Bennagid`Fr,E. # PE0046549 ti• #98% No 33% increase in allowable stress has been used in the design of each product.*Atli 670 NPA, The following are approved for use in the HVHZ as specified in their corresponding NOAs: 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM • • • • 011. ENGINEERING EXPRESS `` 4/22/2015 TM Window, LLC. — Series 525 Casement Window (LMI & SM1) Page 2 of 2 • Saflex PVB Interlayer by Eastman Chemical Company (NOA # 14-0423.17) • DuPont PVB Interlayer by E.I. DuPont De Nemours & Co., Inc. (NOA #13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (Le. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. ••••• • Each product component shall be of the material specified in that product's respective F$otldct.•Evaluatign, • Document (i.e. engineering drawing). • Limitations & Conditions of Use: • •••• • • • • •• • • • • • •••• • Use of each product shall be in strict accordance with its respective Product Evaluation•DooLwsient (Le.. • • • • • • engineering drawing) as noted herein. • •• • •• • •• • All supporting host structures shall be designed to resist all superimposed loads and sheilteof a materigl listed in each product's respective anchor schedule. Host structure conditions which are not account:d.•:. for in each product's respective anchor schedule shall be designed for on a site-specific: bacisby a • •• • ••• • registered professional engineer. • • All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM • • • • • • • • • ••• • • • ••• •• • • • 6 • . • • • • •• • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• W TM N 0()WS TM WIN ?I) W DOOR SERIES 525 ALUMIIJU 1 IeASEM.E:NT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT • •• • • • •• ••• •• • . • •• • • • • • ••• •• • GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM 5.1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITFISTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. B. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND G1A2LNG BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL. WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (HOA *14-0423.17) AND DUPONT PVB INTERLAYER BY E.I. DUPONT DE 5650055 & CO., INC. (NOM 13-0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALI.. COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL STATE, & FEDERAL CODES & PROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 15. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION, AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 FL #16132.1 RAN ENNARDO, P,'c., w SCALE, PAGE DESCRIPTION, E....... _........ COVER SHEET SURFACE APPLIED FALSE MUNTINS OPTIONAL B 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. FOR ANCHORS • •••• • • • ••• •• •• • • •• • •• •• • • • •• • • • • •• • • • • • • • • •••• •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • •`.'• • • • 6" MA,FROM • ANY 20INT 0R CORNER (TYP.) • • • ••• •• • • •• • • • • • • • • • • • • • • • • ••• • ••• • D L.O. FRAME WIDTH TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4 Ys" D.L.O. LENGTH = WINDOW IENGIH -4 Y" 6" MAX FROM ANY JOINT OR B 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. FOR ANCHORS TYPE "A", "C", "D" 6" MAX FROM ANY JOINT OR CORNER (TYP.) SEE SEPARATE APPROVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION IS USED - �i FL#16132.1 TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH = WINDOW WIDTH -4 Ys" D.L.O. LENGTH = WINDOW LENGTH -4 %" FL #16132.1 15-2372 SCALE: NTS AS! DESCRIPTION' COVER SHEET II --il 11 _I -III 8 1/4' MAX. FOR ANCHORS TYPE "8,. ].b 1; 2' MAX. FOR ANCHORS ill ii 1 _ _ II 1EJj:iIlI 1 SL III II I 11 Ark 13 LO. FRAME WIDTH 6" MAX FROM ANY JOINT OR CORNER (TYP.) SEE SEPARATE APPROVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION IS USED - �i FL#16132.1 TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH = WINDOW WIDTH -4 Ys" D.L.O. LENGTH = WINDOW LENGTH -4 %" FL #16132.1 15-2372 SCALE: NTS AS! DESCRIPTION' COVER SHEET • • ••• • • • ••• • •• • • • • •• •• • • • • • •• •• • • • • • • •• ••• • • •• • • • •• • •• •• • • • ••• • • • • • ••• EXISTING HOST STRUCTURE • • • • • • •• METAL. STRUCTURES (STEEL OR • • • • • • ALUM. 1/B" MIN. THICK) STEEL Fy= 36 KSI MIN. ANCHORS P18 ANCHOR• ALUMINUM: 6063-T5 MIN. ICHEDULE. EEE TYPIW • ELEVATION FOR SPACING ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING FRAME NEIGH1 ED.E DIST :eL • • i/4" MAT • • 7111. X� 1.0411111111111 •• • • • Tui • • ••• • • •• • • • • • • • • SEE • ILLION APPROVALS FOR • • MULI.ON TYPE AND SIZE. • •• • W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, SEAL SCREW HEADS WITH SEALANT (TYP.) 1/4" MAX SHIM lx OR 7x WOOD BUCK (OPTIONAL). NOT BY T.M. EXISTING HOST STRUCTURE 1 TYPICAL SECTION 3 VERT SECT EDGE DIST • 1/4" MAX SHIM •• ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 28Y WOOD BUCK ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL PICAL ANCI iORS5 ' SEC ELEV. CHARTS FOR SPACING & QUAN PAGE 2/8 I IY TYPE 'A' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BI..00K. TYPE'S' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 661) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SVP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 651, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: V" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063-75 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BF. PLATED OR PAINTED) TYPE 'D' - 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 651) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.5S MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MUT. (FOR TYPE "B") INTO WOOD STRUCTURE = 1 4" MIN. (FOR TYPE "0") INTO METAL STRUCTURE = / " MIN. �,}MPEWdB� NNAROO, P.EN llfli". FL #16132.1 I/llfl _.vSU 15-2372 SCALE: ( PAGE DESCRIPTION: COVER SHEET ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1/4" MAX SHIM 0 0 SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF SEALANT FRAME WIDTH 3 OPTIONAL JAMB CONDITION 4 HORIZ SECT • •• • • • • • • • • • • • • ••• • • • .•• • .• • .• •• • • •• •. •. • • • • • •••• ••• • • • •• • •• • • • ••• • • • • ••• • • ••• ••• • • • • • • ••• • • • ••• •• • • •• • • • • • • • • • • • • 187 OR 285 1/4" MAX SHIM WOOD BUCK F 1 1 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 2 TYPICAL SECTION 4 SCHEDULE "A" HORIZ SECT FRAME WIDTH EXTERIOR DESIGN LOAD CAPACITY ASD ME M2 HOD) GLASS TYPE IG FRAME HEIGHT FRAME VADTH GLASS TYPE MI GLASS TYPE (*) P.S.F (-)17 S.f. (.) P S F ORS F.(4) P.S.1 (.) P.S.F. 26" 2602" 3T 38" 70 70 70 70 70 70 75 75 75 75 75 75 70 70 70 70 70 70 75 7570 75 70 70 75 75 .__. 75 EB 31>1' 281;7' 3r 36" 75 75 75 70 70 _ 70 75 75 75 70 70 70 lO 75 75 75 . _.. 75 70 70 70 70 75 755 75 75 70 70 70 70 75 75 75 75 ';I24" .. __.. . " 7a" 58c 308 36" ]6' 50 5i8' 261/2' Jr 36" 70 70 ]0 75 75 75 70 7D 70 75 75 75 70 10 70 75 75 75 63' 28112' 07" 70 70 75 75 __.... 75 70 70 _.............._....._ 70 7D 75 Pr 75 0 '7796 ?0 ._..._.._ 70 ]0 70 75 .... ____. 75 J8" 70 74 174' 201/770 ._. ._ 37" ..... 387 " _ ._..... 70 70 75 ]55 .... 75 70 70 70 15 .. _ 75 75 70 70 ._ 70 75 75 ..._....... 75 ]8' 26 UT 37" _ 3d' 70 70 70 75 75 _5 75 70 70 70 70. 75 75 ..._5._ 75 70 70 70 75 75 75 SCHEDULE "8" ix OR 2x WOOD BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING XIST1NG HOST STRUCTURE DESIGN LOAD CAPACITY (ASD METHOD) FRAME FRAME HEIGHT! WIDTH GLASS TYPE MI GLASS TYPE 62 GLASS TYPE IG (1)P.S.1 (0P.SF. (5)P.S.F (-)P.S F4(5)P.S.F )"PSF. 24'70 30' 36" 36' _. 38' ... ]00 70 ._.....—_.... 70 75 _.... IS ._._. 75 75 70 70 70 70 75 70 75 70 7'" ... . ......... .._..... 70 __ 75 70 75 7.5 _..... 75 _..__. 75 ._.. 75 74' 30' a8" 36" 70 70 70 /5 75 75 70 70 70 10 75 7.. 7570 ....__ ._..... YS 70 70 70 75 .. 75 .. 75 _._. 5 68" 70 75 24" • 3O0 " 60. ' . J6" ' 3d' 70 70 70 lO 75 75 75 . _.. 75 70 70 70 70 75 755 75 75 70 70 70 70 75 75 75 75 ';I24" .. __.. . " 7a" 58c 308 36" ]6' 70 TO 70 70 75 _ 75 75 7570 70 .. 70 70 70 75 .. ......_......._ 75 75 75 70 _. 70 70 70 75 __. 75 /5 75 24" 70 75 70 TO 70 70 ... 75 75 75 75.... 70 70 70 70 75 75 75 75 307 d ' 76' 3d' 70 70 7D 75 75 5 FL #16132.1 15-2372 SCALE[ 0/5 PARE DESCRIPTION: COVER SHFF7 i • • •• •• •• • • • • • • • • • • • • • ••• •• • • •• • • • • • • • • • •. •• • • • •• • • • • • • • • • ••• 1FFI HAND SHOWN 0.446 LTS DUAL ARM OPERATOR • • PART # DESCRIPTION • • • • 09.106030 1 LTS DUAL ARM OPERATOR LH • \\ 18.834 • • • • ••• •1 •• • • •• • • : • • • 0.75• • • • ••• • Y• • • • • 1.663 • ••• ••• • ••.• •• ;% ATTACHMENT ANCHORS: .. FRAME SILL ATTACHED WITN (2) #i0x 5/8" PHILLIPS FII, �----- SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #8x 3/4" PHILLIPS 9H, SS, SMS SCREWS. 0.098 2.989 1-1.094 1.094 40.50 I I Y11 0 ) �m L SHAPE STUD BRACKET PART # 1 DESCRIPTION OP -10226 j L SHAPE STUD BRACKET LH 09-10227 L SHAPE STUD BRACKET RH OPS -10226 L SHAPE STUD BRACKET SNAP ON LH 095-10227 L SHAPE SND BRACKET SNAP ON R11 ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. • • • • • • • • •• •• • • • • • •• •• II iArf jt 41 I 0,867 TT) waxw.wM al APPLIED GASKET AROUND SLOT MULTIPOINT LOCKING HANDLE PART # DESCRIPTION P0-2301 ; LIS MULTIPOINT LOCKING HANDLE FRANK 1. 81 9810, P.E.' ATTACHMENT ANCHORS: -. LOCK HANDLE ATTACHED WITH (2) #10-24x)(/' PHS �'. PHILLIPS ZINC, B -POINT, MS SCREW. LOCK BAR SCREW.41601ED WITH (2) #8x YY' FH PHILLIPS, ,"F TEKS LOCKPIN STRIKER ATTACHED WITH 010 x y" PH, UNDERCUT PHILLIPS HEAD, B -POINT, SS SCREWS. O TRACK SET HOLE 14.593" 21 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ATTACHMENT ANCHORS: 3) #10x 3/8" PHILLIPS PH, 50, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10x4" PHILLIPS PH, 5S, SMS SCREWS }-0.600-1 1 0.435 27 01549-3 SNUBBER — I- ATTACHMENT ANCHORS: ry FRAME SNUBBER RECEIVER ATTACHED WITH (2) #1Ox ye' LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FRAME SNUBBER DRIVER ATTACHED WITH (2) #10x %" 1 LONG FH, 968.095, UNDERCUT, 8-0OINT, SMS SCREWS, FL #16132.1 U 49 :DNw *g $. i !Pi R pg4 15-2372 SCALE: NTS PAGE DESCRIPTIONS COVER SHEET .090 SAFLEX OR BUTACITE INTERLAYER ANN. X6" ANN. o SETAT A TING BLD© ep GLASS TYPES • •••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • • • • •• • • • ••• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• A" ANN. • • • ••• •• • • •• • • •••• • •• • • • • • • 090 SAFLp: OR • • • • •B UTACIT••T9•ERLAVR • • • • W ANN. •_• • •• ••• f• SETTING BLOCK (—th' oN • . • • • • • AT Y4 POINTS • �,. •( • • �� ^gym• • • • • • • • ••• •• NOTE: GLASS COMPLIES WITH ASTM 61300-09 Xs"LIS. 146' AIR SPACE 10" TEMP. .090 SAFLEX OR BUTACITE INTERLAYER SETTING 9100K AT (0 POINTS MATERIAL SCHEDULE ITEMTE PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS ,1j TM -356 CASEMENT FRAME SILL/JAMB/NEADER E%TRUSION 6063-T6 REFER TO DETAIL. 19 0M-326 CASEMENT WINDOW FRAME 6063-06 REFER TO DETAIL 19 ///(2 3 TM -327 I/O' GLASS STOP FOR 9/16" GLASS 6063-T6 4 01,1-326 1/8" GLASS STOP FOR 1" INSULATED GLASS 6063-T6 32001 VINYL BULB - 0.175"0 TPE POLYPROPYLENE FOR 1" INS. GLASS ULTRAFAB 6 0428250 SASH CENTER WEATHER STRIP INSULATED GLASS GLAZING BEAD AMESBURY 7 12298 FRAME WEATHER STRIP 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY 32011 VINYL BULB - 0.270"P TYPE POLYPROPYLENE FOR 7/16" & 9/16" GLASS ULTRAFAB ////8 9 - (2) 96 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN ACRYLIC SCMNEE-MORENEAO 1O SEAM SEALER CJ- SETTING 8LOCK. 1" LONG AT 1/4 POINTS HIGH 0060111' RUBBER - OPTIONAL SURFACE APPLIED MUNTINS 6063-T6 - RAPID STRENGTH RGS7700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE 804080IVE PERFORMANCE MATERIALS 14 - ® - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 16 - 1 % - PRIMARY SEAL 918 1 SECONDARY SEAL SILICONE 19 OP -10603G LTS DUAL ARM OPERATOR LH 680150ON INDUSTRIES REFER TO DETAIL 19 CO P0-2301 LTS MULTIPOINT LOCKING HANDLE RADISSON INDUSTRIES REFER TO DETAIL 20 ® 316 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION H1NOE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 0 1549-3 SNUBBER ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 22 IG FL #16132.1 Ase U -J J C 0 0 Oule- 6 Q n Q'O ♦J z_ 1- H 1114 vkik 20P1RMHT D1CANEERNGB91009 15-2372 SCAL6t NTS JA66 D•SCRIPT9ON: COVER SNF. FT • • ••• • • • • •• •• • 3 • •• •• •• 1 • • • • • • • • •• •••• •• • • • •• •• • •• •• • •• ••• • •• •• • • • • • 3.010 • .•• •• • • • • • • • • .• • !o. 46549 EXPOSED SURFACES. ••• •• • • •• • • • • • ••• •• a —1.021 1.625 EXPOSED EXPOSED EXPOSED SURFACES SURFACES SURFACES 0.575—{ 0.077 0.391 2,087 0 Q 32001 SASH FLANGE O 12298 FRAME 0 0 LO Qezd250 SASH CENTER 0 Lh 0 32011 SASH FLANGE NOTE: EXTRUSIONS NOT TO SCALE. OSASH CORNER KEY (2 PER CORNER) .060 ALUMINUM SHEET 1 O FRAME CORNER KEY (1 PER CORNER) .060 ALUMINUM SHEET FL #16132.1 15-2372 SCALE, NT PAGE PESCRIPTIONs COVER SREEV • • • ••• • • • ••• • • • •• • • • • •• • • •• • • . ... • • • • .. . .••• • .. • • .. • • • • . •• • • ••• • .• • • • . • • • • .• • • • •• •.. •. • • • • SEAM SEAL MAY HAVE TO 6E REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALLJOINTS TO ENSURE A PROPER SEAL FL #16132.1 SCALE: NTS PAGE DESCRIPTION: COVER SHEET essional egu d r BCIS Home i Log In User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15726-R2 J (Revr inion 1L2014-4 Aproved T M Windows LLC 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com CJaVad'Ahmadj alfarooq@afceng.com Exterior Doors Sliding Exterior Door Assemblies •• • • • •••• • • • • •• • •••• • • • ••• • • • • • •••• • • • • •••• • •• • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • ••• • • • •• • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE -70592 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15726 R2 COI SS - 390 SGD - CI 2014.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/25/2015 02/26/2015 03/02/2015 04/15/2015 FL # Model, Number or Name 15726.1 l Series -390 Aluminum Sliding Glass :Door Description Large Missile Impact resistant aluminum sliding glass door. Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ:: Ye ► Impact Resistant: Yes=, Design Pressure:0/'9-g-A Other: See drawing'W12-31 for span vs. load and anchor type combinations and installation details. Beck Installation Instructions FL15726 R2 II SS -390 Alum SGD (LMI) W12-31.pdf Verified By: Javad Ahmad PE #70592 i.e. Created by Independent Third Party: ¥es • Evaluation Reports • •• ••• • •••• FL15726 R2 AE SS - 390•AIuRI. SGD (11117-PAE 2014. Created by Independen. Cmird Qarty: Yom* • Next ••• • • • •••• • • • • • •• • • • • • • •• •• •• • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-4eTl8tt • • • • The State of Florida is an AA/EEO employer. C�yright 2007-2013 State of Florida. :: Privacy Statement :: Statemont•:•PLond Statement • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in respsnse LL aublic-re orrdd req est, do rtrAMI electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions [lease contact &51.447.4495. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wih►an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: • • • • •• Credit Card Safe securitVME1'R1CS' February 25, 2015 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 •••• • • • • •••• • • • • •• • •••• • • • ••. • • Ref: T.M. Windows LLC. • Series -390 Aluminum Sliding Glass Door (LMI) '••••' • Certificate of Independence•••• • • • • • ••• •• •• • • • • Dear Sirs, •• •• • • As the design engineer retained by T.M. Windows, LLC. on the product referee ocectabovpa j dc; • hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, 0011111'4, tPv tif�O4,'�. No 70592 -v. :9, ST ;©*• Date & Time: 02/25/15 15:17 Javad Ahmad, P.E. Chief Engineer 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com 1 alfarooa@afceng.com maCONSULTING ENGINEERS & PRODUCT DEVELOPMENT AL-FAROOQ CORPORATION PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description : Manufacturer: T.M. WINDOWS, LLC. Manufacturer Address: 601 N.W. 12TH AVENUE — POMPANO BEACH, FL. 33069 Model Name: SERIES -390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width: 66" Maximum Frame Height: 108" Maximum Load: +80 PSF, -95 PSF (Large Missile Impact) Installation Drawings # W12-31 FL 15726 Date: 2/23/2015 • • • • •••• • • • • •• • •••• • • • ••• • • • • •••• • • • • •••• • This product complies with the High Velocity Hurricane Zone (HVHZ) testing•rege.Riemente•••• •• •• •• • The above maximum parameters do not occur simultaneous) t • • • See charts on installation drawings for combinations of span vs. Toad. • • • Comparative analysis used X Yes • •�• _ No •• • •••• • •• Mandatory Tests (Tested in accordance with AAMA 101/1.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST REPORT # Test Sealed by ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory 06/20/2012 FTL-6868 Marlin Brinson, P.E. ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory 06/20/2012 FTL-6868 Marlin Brinson, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing Laboratory & American Test Lab of South Florida 06/20/2012 06/18/2012 01/26/2015 FTL-6868 FTL-6976 ATLSF-0219.01-14 Marlin Brinson, P.E. Marlin Brinson, P.E. Stephen Warter, P.E. ASTM F842 Forced Entry Fenestration Testing Laboratory 06/20/2012 FTL-6868 Marlin Brinson, P.E. 1235 SW 87th Avenue 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com • • • •• • • Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST REPORT # Test Sealed by FBC 1626.2 (TAS 201 & 203) Large Missile Impact & Cyclic Fenestration Testing Laboratory & American Test Lab of South Florida 06/20/2012 06/18/2012 01/26/2015 FTL-6868 FTL-6976 ATLSF-0219.01-14 Marlin Brinson, P.E. Marlin Brinson, P.E. Stephen Waiter, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above window/door product conforms to the require�;Ymgisi of the 2014 Florida Building Code. Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 .�\GE r No 70592 l 1 :..-1) `•, OF~ T . I 0.9 NIA\ 1 -.C). ;. CY Mot t Date& Time. 0225i1515:17 �- %rte -.jai •-frac SC\Y:\users\veronica\StatewidePA Evaluations\TMWindov \2014 FBC\390 SGD\390 SGD (LMI)-PAE 26f4 7oc • ••• • • • •••• • • • •• • •••• • •••• • •••• • • • • •••• • •• • • • • • • •• •• •• • • • • • • • • • • • • • • •• • • •• • • • • • • •• • • ••• • • • 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com 6" MAX. HEAD/SILL CORNERS 24" MAX HEAD HEAD ANCHORS CLUSTER OF 4 OR 6 AT STILE ENDS SEE CHART ON SHEET 3 FOR CAPACITY 220 3/6" DOOR WIDTH DOOR HEIGHT 96 9/16' PANEL HEIGHT 88 9/16- 1 D.L. OPG. I I I I I 1 3 fl01EIi I� II 1 II 11 o 11 o 11 v-_4=— 1 o o i% i% F FALSE MUNTIN OPTIONAL THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -390 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3 & 3.1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 24" MAX. SILL • • • • • • • • • • TYPICAL ELEVATION 2 TRACK FRAMES •• ••• • • • • • •• • • • . • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • •• • • •• ••• • • • SILL ANCHORS CLUSTER OF 4 AT STILE ENDS AT 3" 0.C. p HEAD ANCHORS SINGLE ROW DOUBLE ROW JAMB ANCHORS JAMB ANCHORS SILL ANCHORS A- THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 8- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVAWATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAJLED ON THIS DOCUMENT. 0- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAIJD IF ALTERED BY MY MEANS. 0 -SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED • • ENGINEER OR MCHRECT WHICH WILL BECOME THE ENGINEER OF RECORD (00.R.) • • • FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER • • • • • USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE RED. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE • • • SPECIFIC DRAWINGS FOR REVIEW. • • E- THIS P.EO. SHALL BEM THE DATE M0 ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. CQ 10 a SERIES -390 ALUM. SLIDING GLASS DOOR (LAO.) 0) O 0 m 8)') (J J J > LL < En 3O x N l 33a za• 1 -ma 0 a 0 4 2 C S 2 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • drawing no. W12-31 8D ';;;;*''''''"tor,�.✓'��` c rONA'LTT`2hee ;.‘‘ Dat(l 1 of 1 3 4;IRM1 . /25/15 15 24' MAX HEAD HEAD ANCHORS CLUSTER OF 4 OR 6 AT STILE ENDS SEE CHART ON SHEET 3 FOR CAPACITY • 297 3/8' DOOR WIDTH DOOR HEIGHT 107 9/16' r PANEL HEIGHT 99 9/16' D.L. OPG. O // F1 // B1 i/ /� CD %� O ;, 43 3/8' I I 43 3/8" D.L. OPG. 51 3/8' PANEL WIDTH D.L OPG. 51 3/8" PANEL WIDTH 24' MAX SILL TYPICAL ELEVATION 3 TRACK FRAMES SHOWN 4 TRACK FRAMES SIMILAR •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • . • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILL ANCHORS CLUSTER OF 4 AT STILE ENDS AT 3" 0.C. HEAD ANCHORS U mw -o U I▪ I SINGLE ROW DOUBLE ROW JAMB ANCHORS JAMB ANCHORS -1 SILL ANCHORS 011111//T7�'' 0 a 0 rc 0 drawing no. W12-31 heet 2 of 13 3/16" HEAT STREN'D GLASS .090" Interlayer Saflez Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS 7700 GLASS -TYPE" -G6' 7/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer Saflez Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer DuPont Butacite PVB By E.I.'DuPont De Nemours dr Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS 7700 DESIGN LOAD CAPACITY - PSF LIGHT REINF. GLASS 'G6' & 'GRA' AVERAGE DOOR HEIGHT CLUSTER OF 4 ANCHORS AT STILE ENDS PANEL 111011 INCHES wows EXT.(+) INT.(-) 36 70.0 70.0 42 70.0 70.0 48 80 70.0 70.0 54 70.0 70.0 60 70.0 70.0 36 70.0 70.0 42 70.0 70.0 48 84 70.0 70.0 54 70.0 70.0 36 70.0 70.0 42 90 70.0 70.0 48 70.0 70.0 36 70.0 70.0 42 98 70,0 70.0 48 70.0 70.0 LIGHT REINF AVERAGE PANEL WIDTH - DOOR WIDTH NUMBER OF PANELS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 3-1/2" SILL HEIGHTS. FOR 2-3/4" SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF FOR 1-3/4" SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF SEE SHEET 4 FOR DETAILS 4 GLASS TYPE `G6A' 1-1/16" OVERALL INSUL LAM. GLASS • • • • • • • • • •• ••• • • • . • •• •• ••• •• • • • •• co CV 1` LCD a w SLIDING GLASS DOOR (L.AI.I.) c • ••• • ••• • • NOTE: •! . • • • • • • GLASS CAPACITIES ON THIS SHEET Apt • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SBC. GUST • • • • • • • • AND FLORIDA BUILDING COMMISSION* • • • • • • DECLARATORY STATEMENT DCAOS-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 060 • • • ••• • • 6 drawing no. W12-31 sheet3.1of13 Dare & me: U2/2b/lb 10 43 [sheet 3 of 13) 3/16" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer Satlex Clear Md Color Glass By 'Eastman Chemical Co.' .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS w 1/4" HEAT STREN'D GLASS SIUCONE GE RGS 7700 GLASS TYPE 'G1' SIUCONE GE RGS 7700 GLASS TYPE 'G2' 7/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS 1/4" HEAT STREW° GLASS .090" Interlayer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' 1/4" HEAT STREN'D GLASS SILICONE GE RGS 7700 GLASS TYPE 'G3' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AR SPACE 1/4" TEMP. GLASS 3/8" AR SPACE 3/16" HEAT STREN'D GLASS 3/15" HEAT STREN'D GLASS .090" Interlayer Saflex Clear Md Color Glass By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS 5- SIUCONE SIUCONE GE RGS 7700 .090" Interlayer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SILICONE • GE RGS 7700.• • • • • DESIGN LOAD CAPACITY - PSF E AVERAGE PANEL 'AGE DOOR HEIGHT LIGHT EEINF. HEAVY REINY. GLASS '01', '02' & 'G4' GLASS '01', '02' & 'G4' GLASS '03 & '05' CLUSTER OF 4 ANCHORS STILE ENDS CLUSTER OF 4 ANCHORS AT STILE ENDS CLUSTER OF 4 ANCHORS AT STILE ENDS CLUSTER OF 6 ANCHORS AT STILE ENDS INCHES INCHES EXT.(+) INT.(-) EER.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 36 42 48 54 60 66 80 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 60.0 60.0 60.0 60.0 80.0 90.6 80.0 95.0 60.0 60.0 60.0 60.0 80.0 87.6 80.0 95.0 36 42 48 54 60 84 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 60.0 60.0 60.0 60.0 80.0 88.3 80.0 95.0 60.0 60.0 60.0 60.0 80.0 83.9 80.0 95.0 36 4290 48 54 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 60.0 60.0 60.0 60.0 80.0 93.8 80.0 95.0 60.0 60.0 60.0 60.0 80.0 85.8 80.0 95.0 60.0 60.0 60.0 60.0 79.9 79.9 80.0 95.0 36 42 48 54 98 60.0 60.0 60.0 60.0 80.0 94.4 80.0 95.0 60.0 60.0 60.0 60.0 80.0 84.1 80.0 95.0 60.0 60.0 60.0 60.0 76.5 76.5 80.0 95.0 60.0 60.0 60.0 60.0 70.9 70.9 80.0 95.0 36 42 48 102 - - 60.0 60.0 60.0 60.0 60.0 60.0 - - 60.0 60.0 60.0 60.0 60.0 60.0 - - 60.0 60.0 60.0 60.0 60.0 60.0 36 42 48 108 - - 60.0 60.0 60.0 60.0 60.0 60.0 - - 60.0 60.0 60.0 60.0 60.0 60.0 - - 60.0 60.0 50.0 60.0 60.0 60.0 •• ••• • • • • • •• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • 0 • • • • 0 •• 0 • •• • • • GLASS TYPE `G4' GLASS TYPE 'G5' i•• 1-1/16" OVERALL INSUL. LAM. GLASS 1-1/16" OVERALL INSUL LAM. GLASS LIGHT RE047. CLUSTER OF 6 APPUCABLE AT HEAD ONLY CLUSTER OF 4 TYPICAL AT SILL HEAVY REINF AVERAGE PANEL WIDTH DOOR WIDTH NUMBER OF PANELS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WfTH 3-1/2" SILL HEIGHTS. FOR 2-3/4" SILL HEIGHT UMIT EXT.(+) LOADS TO 60.0 PSF FOR 1-3/4" SILL HEIGHT UMIT EXT.(+) LOADS TO 34.7 PSF SEE SHEET 4 FOR DETAILS • • • • • NOTE: • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W12-31 ••• • • • • ••• • • • 0 • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1:141.1j.' COMP—ANL\W12-31TMW Lr" ---t::5--- AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264-8300 FAX. (305) 2628978 COX(s--_HowN) XO XX « r . a .0)..75r. OXO (SHOWN) XXO XXX (SHOWN) OOXX XXO n- D - SERIES -390 ALUM. SLIDING GLASS DOOR (LM.I.)] T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL. (954) 781-4430 FAX. (954) 781-5078 -711111.11111.11.= a I r J111.111/M11; . ..•1111 =IL= 111 _ �� a a# a# r a I! MI - MI • ' 1 Il..77,11ft OXXO(SHOWN) _ OXXX XXXX APPROVED CONFIGURATIONS_ I! __ 1 LD____ ___ J_F-___ WI _ OXXXXO (SHOWN) xxxxxx APPROVED CONFIGURATIONS NON—POCKETED DOORS TWO (2) TRACK FRAMES NON—POCKETED DOORS THREE (3) TRACK FRAMES 8sc(p Ion ) $ r r r a. -" "•• 0 N XXXX OXXX XXXO SHOWN nn-_ __-n___--_-- •• ••• • • • • _ • • • •• —' a u� o, o vg c< 01 • # # a # # # # # •• •• • • • •• PJ ''' OXXXXXXO SHOWN NI _ •_L ii •L.— - drawing no. W12-31 ___ 'T. , .------------• xxxxxxxx • • • • • • • • • • • • • fi7�F �' �/`� • •• • • •• • • • ,,s'•••........ i`c. APPROVED �''siiHAL`E N (DOOR!RATIONS • • • • NON -POCKETED FOIrR (4)• TRACK FitAMES (sheet 4 of 13 ••• • • • • ••• • • • 0 • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • vzrzsno io: ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2648100 FAX. (305) 262-6978 �( COM P-ANL\W12-31TMW, '-'1:9 I c. PX (SHOWN) XP PXXX (SHOWN) XXXP 0 a 1 1.] PXX SHOWN XXP --1 _ SERIES -390 ALUM. SLIDING GLASS DOOR (LM.I.) T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL. (954) 781-4430 FAX. (954) 781-5078 ,,,,5: 4. o PXXP SHOWN a PXXXXXXP SHOWN L 10 01 'ad- a° PXXXXP APPROVED CONFIGURATIONS (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS TWO (2) TRACK FRAMES POCKETED DOORS THREE (3) TRACK FRAMES c 1111 ill L. PXXXX (SHOWN) "" I""' XXXXP _ • IM"" a n yJ a J Y i J PXXXXXXXXP (SHowN) • 000 • 000 •�1: !fir • • • • • 000 • • HiQ ' 81 .F . • • • • • �� APPROVED CONFIGURATIONS • •• •• •• ••• •• •• •• ��7%ss+�l `�� drawing drawing no. l W12 -31J ... • • • FOUR (4' TRACK FRAMES ��,,DIViiito° � POCKETED DOOR (sheet 5 of 13) vzrzsno io: ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • E DIST. 2 1/2' STAGGERED TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY WOOD BUCK d [J EXTERIOR STANDARD EDGE GIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING F, TYPICAL ANCHORS IN PNRS ASEE ELEV. FOR SPACING 11,,....-..---. IItiai Ilra ANCHOR ACCESS HOLES TO 8E COVERED WITH PLASTIC CAP •• ••• • • • TYPICAL ANCHORS IN PAIRS SEE EL FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4* DIA. UI TRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/8" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-3/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. SELF DRIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. jNTQ METOL• STRUCTURE = 3/4" MIN. METAL STRUCTURES TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • • • • • • • •T0011 All HEAD, SILL OR JAMBS SG - 0.55 MIN. • • t*ONERETE•AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. • • • r • • • • • • -9p HQL 1%/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 1-1I01-1 STRENGTH GROUT 10 - 5000 PSI MIN. MUST TRANSFER SHEAR NOT BY T.M. WDW. WEEPHOLES: LOADS TO$T4RG • • • • W1 •, (6) 1 "•WEEP NOTCH AT EACH END OF SILL SHIMS OPD NAL • • • • • • • • • • W2•=-•(ji) i" 4EP NOTCH AT EACH END OF SILL • • • • •• •• • • • • • • • . • • • • • • ••• • • • • • TWO (2) TRACK DOOR DETAILS ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • FL #15726 SLIDING GLASS DOOR (L.M.I.) rn Lai CC N 6 0 of 6 2 drawing no. W12-31 sheet 6 of 13 EXTERIOR I►� Mae WST..% •• ••• • • • • • •• J a • • • • • • • HIGH STRENGTH GROUT � Fc - 5000 PSI MIN. NOT 8Y T.M. WDW. MUST TRANSFER SHEAR LOADS TO 11TRUGT SHIMS OPfl NAL • • • TYPICAL ANCHORS • • SEE ELEV. FOjt SPACING• • ••• • SEAL WITH SIUCONE • • • • • •• OMIT MAX. EXT.(+) LOADS TO 34.7 PSF • • ••• • • • • • • • • • • •• • • • • • •• UMIT MAX. EXT.(+) LOADS TO 60.0 PSF • • • • • ••• • • UMIT MAX EXT.(+) LOADS TO 80.0 PSF • • • • • TWO (2) TRACK DOOR DETAILS 1 ,••`„4 pp. AH / VOENBE ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • '',, 'ONAI,\\%V Date & me: O !LSI i 15 SUDING GLASS DOOR (L.AI.I.)] SERIES -390 ALU 0 0 n drawing no. W12-31 [sheet 7 of 13 43 • TYPICAL ANCHORS IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING 1 B WOOD BUCKS z 0� Qi a 74 o Ow S m0 6 03 a 0'0 OW 8 0aao Oyto. ¢ o „ Q w;LL w ILzo- R Jona TYPICAL ANCHORS IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS 1/4" MAX. SHIMS 1/4" MAX. SHIMS METAL STRUCTURE TYP CAL ANCHORS IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING •• ••• • • • • • • • • •• • •• • • C RS'�``• • 0 DOyBLE ROWS F S INC • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • •• • • • ••• • • • • • DOOR WIDTH 8 TWO (2) TRACK DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Date a drawing no. W1 2-31 sheet 8 of 13 e.UULS/ID ID EDGE DIST • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 0 g 8 E. m STANDARD su 1161 ► �i 11 T• •• ••• • • • • • •• EDGE DIST. 2-I/2' , TYPICAL ANCHORS AT STILE ENDS SEE ELEV. FOR SPACING 'STAGGERED '• • • • • • • •O IbURETP# MARDENe09 • HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY T.M. WDW. MUST TRANSFER SHEAR • • • •• • LOCI6 STRUCTUUE • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • TYPICAL ANCHORS • • • • SEE ELEV. FOR SPICING • • • • THREE (3) TRACK DOOR DETAILS FOUR (4) TRACK DOOR SIMILAR z 2 ; of o 0 C u• 0t 02 Cp, ti• pa.10 0 F N Q W c° m SERIES-390 ALUM. SUDINC GLASS DOOR (L.N.I.) • 0 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Date drawing no. W12-31 sheet 9 of 13 e. UG/LSn 5 I b 43 TYPICAL ANCHORS AT 14' O.C. LIMIT MAX. LOADS TO ±60 PSF 0 TYPICAL ANCHORS IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING re"u ZJ 0 0 EXTERIOR •• •.• • • • • • •• • • . . • . •• ••• .• • . • •• •..• . ..• • • • . •• • • • • • • • • • ••• • • • • • • • • •• • • •• • • • ••• • • • • • Q 8i, THREE (3) TRACK DOOR DETAILS % :i.%f 9i11Of4P,S FOUR (4) TRACK DOOR SIMILAR ,�Afp` Date Sr -15e' 02120,1 t' 10 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 1 drawing no. W12-31 (sheet 10 of 13 63 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n N ITEM PART / QUANTITY DESCRIPTION MATERIAL NAND./SUPPLER/REMARKS 14 TM -347 1 2 TRACK FRAME HEAD 6063-16 - 19 TM -333 1 3 TRACK FRAME HEAD 6063-16 - AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 1E1. (305) 264-800 FAX. (305) 2628978 j J a U 1C TM -336 1 4 TRACK FRAME HEAD 6063-T6 - 2A TM -331 1 2 TRACK FRAME SILL 6063-16 - 2B TM -334 1 3 TRACK FRAME SILL 6063-16 - 2C TM -337 1 4 TRACK FRAME SILL 6063-16 - 3A TM -332 2 2 TRACK FRAME JAMB 6063-16 - 38 TA1-335 2 3 TRACK FRAME JAMB 6063-16 - 3C TM -338 2 4 TRACK FRAME JAMB 6063-16 - 4 TM -321 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-16 - 4A TM -330 1/ PANEL PANEL BOTTOM RAIL (HIGH PROFILE) 6063-T6 - 5 TM -322 1 PANEL JAMB 011LE 6063-16 - 6 TM -323 AS REQD. STD. INNER INTERLOCK 6063-76 - 7 TM -324 AS REQD. STD. OUTER INTERLOCK 6063-16 - B TM -325 AS REQD. ASTRAGAL STILE 6063-16 - 9 TM -327 4/ PANEL GLAZING BEAD (LAM. GLASS) 6063-16 - 9A TM -326 4/ PANEL GLAZING BEAD (LAM. INSUL GLASS) 6063-16 - 10 TM -348 1/ FIX. PANEL FlX. PANEL CUP 6063-16 - SERIES -390 ALUM. SLIDING GLASS DOOR (L.M.I.)j T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 ( TEL. (954) 781-4430 FAX. (954) 781-5078 11 TM -349 AS REQD. FlX. PANEL CUP COVER 6063-16 - 12 TM -339 2 JAMB COVER 6063-T6 - 13 TM -347 AS REQD. POCKET DOOR HOOK 6063-T6 - 14 TM -341 AS REQD. 2" SILL RISER 6063-T6 - 14A TM -342 AS REQD. 2-3/4' SILL RISER 6063-T6 - 148 TM -343 AS REQD. 3-1/2" SILL RISER 6063-16 - 154 TM -350 AS REOD. 2-3/4' SILL RISER 6063-T6 - 158 TM -351 AS REQD. 3-1/2' SILL RISER 6063-T6 - 16 TM -340 AS REQD. SILL ANCHOR COVER 6063-T6 - 17 TM -354 AS REQD. SCREEN TOP & BOTTOM RAIL 6063-T6 - 18 TM -355 AS REQD. SCREEN STILE 6063-T6 - 19 TM -357 AS REQD. 0X10 SCREEN SOLE 6063-T6 - 20 TM -356 AS REQD. 000 SCREEN ADAPTER 6063-T6 - 21 TM -344 AS REQD. FRAME HEAD SCREEN ADAPTER (3 & 4 TRACKS) 6063-T6 - 22 TM -345 AS REQD. FRAME SILL SCREEN ADAPTER (3 & 4 TRACKS) 6063-16 - 1(revisions)j (nol a e i yidescription ) g 23 TM -346 AS REQD. FRAME JAMB SCREEN ADAPTER (3 & 4 TRACKS) 6063-16 - 24 TM -328 AS REQD. HOLLOW STIFFENER 6063-T6 - 25 TM -329 AS REQD. SOLID STIFFENER 6063-16 - 27 /10 X 3/4" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH P SMS CO 28 /12 X 1" 2/ CORNER PANEL ASSEMBLY SCREWS ST. STEEL FH SMS L'- 29 *10 X 1' AS REQD. FIX. PANEL SCREWS, AT 6" FROM ENDS & 24" 0.C. M. ST. STEEL FPF SMS/TEKS "may 30 - 2/ PANEL ROLLER ASSEMBLY - HSTD 4 31 - - MORTISE HOOK LOCK - FASCO .- 32 32 E70818KN1020 4/ LTTE GLAZING GASKET (7/16' LAM. GLASS) VINYL ULTRAFAB o 32A W32001 4/ LITE GLAZING GASKET (9/16' LAM. GLASS) VINYL AMESBURY SEALANTS: 32B W32011 4/ LITE GLAZING GASKET (INSUL LAM. CLASS) • • • • • • • • VINYL • /AMESBURY FRAME AND PANEL CORNERS AND INSTALLATION SCREWS 33 21315 AS REQD. FIN SEAL PILE W'STRIPPING • •. • • ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. < 33A 33371 AS REQD. FIN SEAL PILE WSTRIPPING • • • • • • ••LTRAFAB11/1 ITY,'„ N n , ,---,35 •� J�_�J 3 33 i 34 - A5 REQD. BULB W'STRIPPING VINYL • ``IIIIIII A7' - 2/ LTTE SETTING BLOCK, 5/16” X 1/2' X 2' RAG • • • • • • ESM • - •-•� IPMATEK s �Q`J•ry•F _ i 35A - 2/ UTE SETTING BLOCK, 1/8' % 1/2' X 2" LONG EPDM LAMATEK 36 - AS REQD. SELF ADHESIVE PILE PAD (1-3/4" X 3" X 3/4") WOOL ULTRAFAB = :_ • �j� 37 - AS REQD. SELF ADHESIVE PILE PAD (1' X 2-7/ii' 1L WC • • • • WOOL • ULTR•FAB * - 38 - A5 REQD. SELF ADHESIVE PILE PAD (1-5/8" X 17/16• X 1/2") • • • WOOL f•. ULIRAfIB •'. � drawing no. w 12-31 39 - A5 RE00. SELF ADHESIVE PILE PAD (1/8" X x//16' )= 3/41L • • • I W)L • • ULAIRAF.B %� 40 - - - • •• • • •• _ • _• •-*, `�� *, SYONAI 10� T/I1111111 (sheet 11 of 13 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u 2 TRACK FRAME HEAD 2 TRACK FRAME SILL .078 4.000 0 PANEL TOP & BOTTOM RAIL 1B 3 TRACK FRAME HEAD 6.693 F.080 9az 7 r HF 1 .11 9 qW 9 illi de U.382 3 TRACK FRAME SILL 0 ASTRAGAL ADAPTER 1C 4 TRACK FRAME HEAD 942 .125 8.791 1.267 .831 r 2c 4 TRACK FRAME SILL O PANEL JAMB STILE 1.264 249 .100050 s SILL ANCHOR COVER 1.407 f�- O .078 8.000 BOTTOM RAIL (HIGH PROFILE) Q STD. INNER INTERLOCK .575-1 310 1.298 .062 GLAZING BEAD O LAMINATED GLASS 1.885 �Q 552 050J 0 ,2 JAMB COVER 182 2 TRACK FRAME JAMB 3B 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 24 HOLLOW STIFFENER 25 SOLID STIFFENER .130 -r .310 1.298 GLAZING BEAD 9A LAM. INSUL GLASS 11.714 •iiill • • • .982 • • 1.071 . L_ . •• •.0-411d •• . • ••• •• • 10 FIX. PANEL CLIP • ••4 0 STD. OUTER INTERLOCK •• 414•• •3F1 fY • • • .0 0434^• • • • •• 11 • • • FIX. PANEL CUP COVER 15 : FRAME TOP CORNER • ••• FAME GOTTOM NAV 'II • • • • • • • • • • • • •• • • •• ••• •• • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • PANEL TOP/BOTTOM CORNER drawing no. W12-31 (sheet 13 of 13 MIAMI= COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T: M: Windows; LLC -r 1543'N:To erline Ro_ad,, Pompano Beach, -FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miatni Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or tnaterial within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series-249Aluminum.Outswing.Doors_w/wo_Sidelites-L:M.I.) APPROVAL DOCUMENT: Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 signed and sealed by Javad Ahmad, P.E., bearing the Miatni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date_by-the.Mianli-Dade County Product Control Section. MISSILE IMPACT RATING: Larg�Iinpact Resiitant Limitation: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy .... 1. See sheet 4 for Single door w/ SHW and sheet S for single or double Door Design Pres ture�(DP) rating i s•glass type and/ or threshold types (Exterior (+) water Iimit) • • • • • 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or thresttM type. Lowar•DP rating of Doors or Sidelites shall control when combined together. Max total frame areg bf alternate unitshall • • not exceed 125.84 ft2 tested frame area. • •••• • • 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and B1 are limited iu to 30' above grade. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logc,441. State arty series and following statement: "Miami -Dade County Product Control Approved", noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed anti therehas *itQ change in the applicable building code negatively affecting the performance of this produci. .'. .. . •.. . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change•ill he materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 12-0208.14 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Clianda, P.E. • • • MANMADE COUNTY APPROVED NOA No. 15-0611.057 Expiration Date:. April -Tr 2021 Approval Date: October,08, 2015 Page 1 • • • • • • T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file listed below) 2. Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0208.14/ # 11-0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011,.issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 06/01/15 and last revised on SEP 03, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02,-04 & -09. D. QUALITY ASSURANCE .•••• . 1. Miami Dade Department of Regulatory and Economic Resourc• es j E. MATERIAL CERTIFICATIONS •.•• . • ... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America; IretFormer E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear ana.White) gloss:. Interlayers", expiring on 07/04/18. • 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemisal.Coinpan Qfl4) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass iptttyer", expiring on 05/21/16. • •• . • • •• F. STATEMENTS • • • • • • • 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 12-0208.14, expiring on April 21, 2021. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. is \ • j LA v%-\•,-- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 E-1 •••• • • • ••• • •• • • •• • •• •• • • • • •• •• • • • • •• • •• • ••• •• • •• • • •• • •• •• • • ••• • • • • • ••• LOCK OPTIONS 1 OR 2— SEE SHEET 5 GLASS 0.1.0. DIMS 0.1.0. HEIGHT (000R & SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 201/2 DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH - 2.750")/2 SERIES -249 ALUMINUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. 6" MAX. HEAD/SILL CORNERS 41 7/8" FRAME WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 28Y W000 BUCKS 8Y OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE 8EYON0 WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. LOAD BEARING AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT 0MITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 1 15" MAX. HEAD/SILL 30" O.L. OPG. 38 5/8" • • AEAD/l0LL •NCNORS• . • • • • AT STILE ENDS•• • • ••• • • • • • (. Ai 3" O.C. • 80" • • • • • • i.FRAME WIDTI SURFACE APPLIED FALSE MUNTINS • • MAY BE USED, •• • •• HINGE OPTIONS SEE SHEET 5 6" MAX HEAD/SILL • • CORNERS • • iTYP. • • • • • .....1!_a_...-• • 3" 9\ •• 15" MAX. • • • t- T/ \ • • /� • ••• •• / \ / \ 1 / \ LEAF WIDTH TYPICAL ELEVATION SINGLE LEAF DOOR DOOR OPTIONS LOCK OPTION 2 SEE SHEET 5 INACTNE \ _ iI ACTIVE cT 0 I I,f Y I 30" D.L. OPG. 38 5/8" D00RS/SIDELRES ARE RATED FOR, LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LEAF WIDTH 29 7/8" D.1. OPG. 38 5/8" LEAF WIDTH Z Q � � o ix O 9. Q n U .1 o vi o O_ < p o°a•r 4 612 0 U TYPICAL ELEVATION ( XX ) PRODUCF REVISED etomQUAL LEAF DOOR Wc.[gCod. AIC -0411.W 11 lie FInrMa aeNMn 1 leo I S -0L 11. W 1npVV.rl.. Dai. A pQ' Engr: JAVAD AWMI) CML FIA PE 1 70592 CAN. 3538 015 _1 1 8 5 6 Q 9 0 a 8. 8 o � 8a drawing no. W1 1-033 sheet_I_.of.163 { ; D.L OPG. I i`� /� 1 I TI I 11 - 4 \ \ 11' --.4:--- \U g I 11 \ \ / it� 1 n / 11/ / ii / 11 B 11 30" O.L. OPG. 38 5/8" • • AEAD/l0LL •NCNORS• . • • • • AT STILE ENDS•• • • ••• • • • • • (. Ai 3" O.C. • 80" • • • • • • i.FRAME WIDTI SURFACE APPLIED FALSE MUNTINS • • MAY BE USED, •• • •• HINGE OPTIONS SEE SHEET 5 6" MAX HEAD/SILL • • CORNERS • • iTYP. • • • • • .....1!_a_...-• • 3" 9\ •• 15" MAX. • • • t- T/ \ • • /� • ••• •• / \ / \ 1 / \ LEAF WIDTH TYPICAL ELEVATION SINGLE LEAF DOOR DOOR OPTIONS LOCK OPTION 2 SEE SHEET 5 INACTNE \ _ iI ACTIVE cT 0 I I,f Y I 30" D.L. OPG. 38 5/8" D00RS/SIDELRES ARE RATED FOR, LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LEAF WIDTH 29 7/8" D.1. OPG. 38 5/8" LEAF WIDTH Z Q � � o ix O 9. Q n U .1 o vi o O_ < p o°a•r 4 612 0 U TYPICAL ELEVATION ( XX ) PRODUCF REVISED etomQUAL LEAF DOOR Wc.[gCod. AIC -0411.W 11 lie FInrMa aeNMn 1 leo I S -0L 11. W 1npVV.rl.. Dai. A pQ' Engr: JAVAD AWMI) CML FIA PE 1 70592 CAN. 3538 015 _1 1 8 5 6 Q 9 0 a 8. 8 o � 8a drawing no. W1 1-033 sheet_I_.of.163 • •••• • • • ••• •• •• • • •• • •• •• • • • • . •. •• •• •• • • • •• • • • •••• • • •• • • •• •• • . •• • • • • ••• • • • • ••• • • 6" MAX. HEAD/SILL CORNERS 166 1/4" MAX. HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. AN.HO� Ai MIULIOt • • • • • • • • . AT•4"•T" 4kip• FR M EN OF • • FR•ME #T 000R D SIDEL S • • • • TYP.•AT HEAD/SIL • • • • • 41 7/8" SIDELITE FRAME WIDT1 3" 1YP. TESTED FRAME WIDTH 1 1/4" MAX 80" MAX. XX DOOR FRAME WIC H 1 1/4" MAX 15" MAX. HEAD/SILL SIDELI FRAME WIOTH FRAME HEIGHT 106 3/8" D.L OPG. 1 11111 Cr 1 11 r r I r . .`_ ._ 1. - Y i / / \HINGE. OPTIONS SEE SHEE)' 5 / / \ VD( OPTION 2 SEE SHEET 5 \ \ \ \ \ \ ® \ \ 1 \ =\-,-1 _.-.-. I f dY n 11 11 11 ®__ _ 11 ----•- / 11 II / 11 / / \-- \ / / 171___../ —T / u 4Y D II 11 11 ____O____ -----n---- 1 -"___I 1 1 s INACTIVE\ . U/ ACTIVE 30" D.L. OPC. 38 1/8" LEAF WIDTH 30" D.L. OPG. 38 5/8" LEAF WIDTH t I 29 7/8" D.L. OPG. 38 5/8" IT! -I 30" D.L. OPG. 38 1/8" LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( OXXO ) IHTII PANEL SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 •• • • • •• ••• •• SU FAQ "ALIO/ • • • • • • FALSE'UNIONS • • • • • MIlY BL• USID • • • • • • ••• •• _ 3 In • • Engo JAVAD AHMAD CML FIA, P 8 70592 CA 538 32015 sDp•y REVISED s w Fk, id8 Asetptsare •QLai • 0 2J RwkAW dm PwM id V 0 0. a O L. O, , 0 QM J 1 u7 "QT 0 91 W U 00co R c 0 Z rn Ma v 0 r --a 8 8 8 a E R 0 2‹.u. c2 drawing no. W 1 1-03 .................. (sheet 2 of 16 6" MAX. HEAD/SILL CORNERS 46 5/16" 3" ISP {{..15" MAX. ' tIEAO/51LI 166 1/4" MAX. FRAME WIDTH 80" MAX. XX 000R FRAME HEAD/SILL ANCHORS -AT STILE ENDS (6) AT 3 0.C. • •••• • • • ••• •• •• • • •• • .• •• • •• • • • • •• •• • • • • • • • ••• • • •. • • ••• • • • • ••• . • •-- ANCHHRS;T �IIIN • • •• • • . AT 4 7".& 10 F• OM END • • • • FRAME AT DOOR Ar� SIDELITE! • • • • TYP. A HEAD/SILL • • • • • • • • 41 5/8" D.L, OPG. 46 3/8- SIDELITE WIDTH D.L. OPG. 38 5/8" LEAF WIDTH 29 7/8" 0.1. OPG. 36 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER F8C 2014 • •• • • • •• ••• SURFA•E•A•PLIOD • • • • • �- F* SE•AUI.INS• • • • • MRY SI USED •• • • • • • •.• •• • • • •• Eng': JAVAD AHMAD CML FLA. PE # 70592 CA 3538 2015 ytODUC rREVISED alaerN7lnt with the Rolla �I•i1. Code Meow. No15410.O R+Wwl..n.le 2.if ir.h nd.et C.r1ni 5 8 5 0 8 2 5 drawing no. W1 1 —03 (sheet 3 of 16� D.L. OPG. 11111111EPi !,� { a ,---.-' h Y hJ R/ , . Tf /.,/ // .:.r}F.c. 7( 1 1 17/� _ _... Is/ ___}i____ r I I 1_\\ / HINGE OPTICAS SEE SHEET' 5 // (0.--. / / /. // /• \ LOCK OPTION 2 \ SEE SHEET 5 \ \ \ ® \ \ \ _-\-_t \I _._I ----„--' /Iy( 11,\ a__=qF=c== II j� 23 I72: / II / / =- ...N..... \ N > / / 1 INACTIVE �,\ ACTIVE 41 5/8" D.L, OPG. 46 3/8- SIDELITE WIDTH D.L. OPG. 38 5/8" LEAF WIDTH 29 7/8" 0.1. OPG. 36 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER F8C 2014 • •• • • • •• ••• SURFA•E•A•PLIOD • • • • • �- F* SE•AUI.INS• • • • • MRY SI USED •• • • • • • •.• •• • • • •• Eng': JAVAD AHMAD CML FLA. PE # 70592 CA 3538 2015 ytODUC rREVISED alaerN7lnt with the Rolla �I•i1. Code Meow. No15410.O R+Wwl..n.le 2.if ir.h nd.et C.r1ni 5 8 5 0 8 2 5 drawing no. W1 1 —03 (sheet 3 of 16� • •••• • • • ••• .• •• •• •• • •• •• • •• • • •• •• •• •• • • • • • • • •••• • • • • • • • •• • • • • • ••• • • • • • ••• 41 7/8" FRAME WIDTH 6' MAX. 1 . 15" MAX. HEAD/SILL HEAD/SILL CORNERS LOCK OPTIONS 1 OR 2 - SEE SHEET 5 I 0 F1 15 • • • • •• ••• • • • • • • • • ••• • • •• • •• • • • • • •• • • • • • • ••• • •• • • • •• ••• •• • • 5" MAX• • • • • • HEAD/SILL • CORNERS • • • • • • • • • • • • / / kACTIVE 30" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF' DOOR WITH SIN0I,E HUNG WDW. INSERT S.H. WINDOW INSERT OPTION NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp=+65* —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD Engr. JAVAD NAIAD CML RRA P, 1 70592 C.A. ,3538 SE Q PRODUC r REVISED asea•Dlrbawhit the Florida Wan Cove AceeDbace No 61l•0 Fyfr.iee Date 1 2 1 s- mmid pAAi todacc V,t 0 j z P C� O5 cLE G LL ORO 8 0 t e o0..60 0.3a1C .o'5 z a I u SWING DOOR W/ SDELfIES oq Egg o drawing no. W11-03 • •••• • • • • •• •• • • •• • •• •• • • • • •• •• •• •• • • • • • •• •••• •• • • • • •• •• • •• •• • • ••• • •• •• • • • • • • • • ••• FRAME WIDTH ACTIVE (X ) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCITES FRAME HEIGHT INCHES LOCKS #1 & 12 LOCK OPTION #1 CLASS TYPES 'A' OR 'Al' GLASS TYPES 'B' OR 111' EXT.(+) INT.(-) EXT.(+) INT.(-) A2/..---. 109".: 80.0 80.0/ 100.0 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 P50 LOCM OPTION #1 STANDARD SFEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM FASTENED WITH (2) 1/4-28 X 2-1/2' M5 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM FASTENED WITH (2) #8 X 5/8" PH SCREWS AND (2) #8-32 X 1-1/2" OH MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 11-1/2" AND 89-1/2" FROM BOTTOM FASTENED WITH (2) 18-32 X 1/2' FH MS / / / / / FRAME WIDTH • • • • 11 ••• • • (XX) 1 •• • • •• 1 • • • • FRAM! WIDTH • • • • • • • • • • ••• • ••• •• • • • •• ••L • ••• •• • • DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF / EmmeL/ACTIVE (XX) 1 •• • • •• 1 • • • • FRAM! WIDTH • • • • • • • • • • ••• • ••• •• • • • •• ••L • ••• •• • • DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF LOCK OPTION 12 GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A', 'Al', '8' OR '31' INCHES INCHES EXT.(+) INT.(-) 80 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF OPTION #2 3 POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE LOCATED AT 10-1/2" & 76-1/2' FROM BOTTOM FASTENED WITH (2) 18-32 X 1/2' Fli MS 171 • • • • • • • w • • • ••� • #1• ,\ • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 SINGLE LEAF (X) DOORS WITH S.II. INSERT DESIGN LOAD CAPACITY - PSF LOCK OPTIONS #1 & #2 GLASS TYPES 8 DOOR II FRAME HEIGHT '6', 'Al', 'B' OR '81' INCHES INCITES / 1 \ 65.0 80.0 / / / / 1 9 i \ \ \ \ / C > \ \ / \ / \ / \ / \ / \ / INACTIVE { ACTIVE • • • • • • • w • • • ••� • #1• ,\ • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 SINGLE LEAF (X) DOORS WITH S.II. INSERT DESIGN LOAD CAPACITY - PSF LOCK OPTIONS #1 & #2 GLASS TYPES 8 DOOR FRAME WIDTH FRAME HEIGHT '6', 'Al', 'B' OR '81' INCHES INCITES EXT.(+) INT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' 8 8.11. WI/19 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD 111/11T EXT.(+) LOADS TO 58.0 PSF HINGES: OPTION #1 7-5/8" LONG ALUM BUTT BINGES, AT 12" FROM EACH ENO AND ONE AT MIDSPAN OF LEAF. OPTION Y2 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. Engr. JAVAO AHMAD CML FLA PE 8 70592 C.A.N 3538 's f SEP 3 Z01J 1'ItODUC r REVISED so ~plying wish the FTor1AA •o&Y R Cads.deeela w<Nok-DrL .OT 1syMo•oo Dote 912412oi) ISL._ \ ��....�- ckwohN•rtG•Aij 7. O z drawing no. W11-03, sheet 5 of 16) • • ••• • • • ••• • •• •• • • • •• • • • • • • • •• • • • • •• • • •• •••• •• • •• • • •• •• • • •• • • • ••• • •• •• • • ••• STAT ONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PS0 FRAME HEIGHT INCHES DOOR WIDTH INCHES PANEL/DIRECT SET SIDELITE WIDTH INCHES CLASS TYPES 'A', 81', B' OH •Bl' EXT. (+) INT. (-) 81 41 7/8 (X) (%%) 8085 48 80.0 69.7 OVERALL FRAME WIDTH 41 7/8 (X) 80 (XX) 48 80.0 69.7 91 41 7/8 (%) 80 (00) 48 60.0 69.7 97 4180 (X%) 7/8 X) 42 80.0 79.6 103 7/8 4180 ()%) 42 80.0 79.6 109 41 7/8 (X) 80 (XX) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DIRECT SET SIDELITE WIDTH = PANEL SIDELITE WIDTH = SIDELITE FRAME WIDTH 1- /4- DIRECT SET SIDELITE WIDTH • • • • !}ln rc • • • • • •• • DOOR 0- • • N • • • • • •---•_ • • • • • STATIONARY ( 0 ) 0 r LL�IILR'J 1 LEAF WIDTH NM L MN OVERALL FRAME WIDTH MI Mil '� 1- /4' ACTIVE /)^ DOOR FRAME WIDTH PANEL SIDELITE WIDTH 1-1/4' • • • • !}ln rc • • • • • •• • DOOR 0- • • N • • • • • •---•_ • • • • • STATIONARY ( 0 ) 0 ••• • ••• • • • •• • • • • ••• SIDELITE W. x SIDELITE W. 0009 SIDELITE W. FRAME W. SIDELITE W. (F •D O \L LLI LL�IILR'J 1 t LEAF WIDTTHH�"-- NM L MN OVERALL FRAME WIDTH MI Mil '� 1-1/4' INACTIVE DOOR FRAME ACTIVE WIDTH PANEL SIDELITE WIDTH ••• • ••• • • • •• • • • • ••• SIDELITE W. x SIDELITE W. 0009 SIDELITE W. FRAME W. SIDELITE W. (F •D O \L LLI ID 1 © \ B \ NM L MN OVERALL FRAME WIDTH (xo) ox DOOR FRAME WIDTH F C A Lq--) 1 I' © \ B \ \ \ / / OVERALL FRAME WIDTH ( 0XX ) ( Xx0 ) OVERALL FRAME WIDTH ( 0X0 ) SIDELITE W. , DOOR FRAME WIDTH SIDELITE W F G) A 00 Lq--) 1 CI 0.1.1 I OVERALL FRAME WIDTH ( OXXO ) H) PRODUCE REVISED us tomplyleg ivlib the Fk,IWA *Wain Cot* Ae.•pls.•e Impinr.. Date NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMA0 CML FLA. PE / 70592 CA. 3538 drawing no. W 11-03 sheet 6 of 16) • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• • • • • • ••• 3/16' HEAT STREN'D GLASS 090" Interlayer -Sallex Clear And Color Gloss By 'Eastrnon Chemical Co.' 3/16' HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 3/16" HEAT STREN'O GLASS --1/4" AIR SPACE 3/16" HEAT STREN'0 GLASS .090" Interlayer Soflex Cleor And Color Glass Oy 'Eastman Chemical Co.' • • • • • 06" tlEAl•S=REN'D GLASS •• •••• •• • 4 4 • • • • • • '/4 7Y SP w • • • • • Sm. HAT STREN'D GLASS 3/16" HEAT STREW° GLASS .090" Interlayer .090" Interlayer SentryGlos SentryGlos By Kuroroy Americo, Inc. • • • • • • • • • 'Kura By rily ArSerij1, lw.• 3/16" HEAT STREN'D GLASS 3/16' HEAT STREW() GLASS 3/16' REST Stn GI=SS: SILICONE GE RGS7701 n: GE 1200 GLASS TYPE 'A' GLASS TYPES ALUMINUM •SPACER M8 SMS AT 4-1/2" FROM ENOS AND 10-1/2" 0.C. AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al GLAZING OPTIONS GLASS TYPES '9' OR '5' (ABOVE) 'Al' OR '131' (ABOVE) SRICOIE • • • • E R011177011/ • GE 1200 GLASS TYPE 'B' SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ON L1TES WIDER THAN 36" 3 1 SILICONE -GE RGS7701 GE 1200 Ls U GLAZING DETAILS AT SIDELITE AT 1/4 POINTS AU. SIZES • • •• • • • • • SILICONE • -GE RGS7701 • GE 1200 • 1/8" HEAT STREW() GLASS .090" Interlayer SentryGlos By 'Kuroroy Americo, Inc.' 1/8" HEAT STREW() GLASS SILICONE -GE RGS7701 GE 1200 ualn. -PACERALUMINUM Il� 777 #8 SMS -AT 4-1/2' FROM ENDS AND 10-1/2' O.C. AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 0 O 5" GLASS TYPE 'F' (0.1-1. WINDOW WITH SINGLE DOOR APPLICATION ONLY) Enor: JAVA° AHMAO CML FLA PE 70592 C.A.N. 3538 oks 2015 • PRODUC F REVISED ea eo•plylog w1414 Ike Floral balakg Cod. x, ,>wleS-OGq..Zf Nue 064 Mil a c?; o a N 9 N O drawing no. W11-03 she -wt -Jr -of -Ti) EDGE 0I2.1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR: LOCATION U-1 11 � r r� F 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS 6 /2U'' FLS MIN. F BOLT OR SHOOT BOLT PENETRATION OR 19 1/2" MIN. SH BOLT OR SHOOT BOLT PENETRATION L EDGE DIST. s ALTERNATE EDGE DIST • • • • • • • • ••• • • • ••• • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • 1BY 1'I00•BUCM • (SEE •OTE•SHEIT•1P • .• • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • a •• • • • • •• • c'• • _- • • • •XElf N'o00 BUt • , 0�5TRULNRE• • (SEE NO HEET 1) • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • METAL STRUCTURE J • OR 19 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE U ti WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY .ELCO' (Fu=177 651, Fy=155 HSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI–DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063–T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS em – 2000 PSI MIN. TYPICAL ANCHORS SEE ELEVATIONS 1 • EDGE DIST. 111 FOR SPACING F"— HIGH THRESHOI R APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 58.0 PSF ' EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE Engr: JAVAD AHMAD CML FIA PE 1 70592 C.A.N. 3538 2015 PRODUCE REVISED l9 euwplylag with the Florida Yssidi9& Cure Auepaoer No tyirwW Dole " 1 "4.rweaC OPERATING UNITS 0 0 F, n csii 0 M JZ FC n In W0 v 0Om .oa 0 Z Q a 0- •••• Na - L 0 2 v [drawing no. W11-03 (sheet _B_of16j 3/8' MAX SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING /c3) 3/8" MAX. ACTIVE LEAF • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • •• • ••• •• • •• • • • • • •• •• •• • • ••• • • • • • ••• • • • • • • ••• ••• • •• •• • 0 • • ••• • • • • • • • • • • • ••• • ••• • • • 3/8" MAX. • SHIM • •• • • • •• ••• •• • ••• • • r • •• • • • •• • • • _; ••• •• EXTERIOR O.L. OPO. 38-5/8' MAX. LEAF WIDTH 41-7/8' MAX. 1BY F. WOOD BUCK • LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 1 SHOWN SHEET 5 FOR DESCRIPTION Cod 000R FRAME WIDTH FLUSH BOLTS AT TOP & BOTTOM LOCK OPTION 2 AT DOUBLE DOORS SHEET 5 FOR DESCRIPTION • TYPICAL ANCHORS SEE ELEV. FOR SPACING ALTERNATE ANCHOR LOCATION ALT FRAME JAM@ 3/8" MAX. SHIM TYPICAL ANCHORS . SEE ELEV. FOR SPACING UCK UCTURE PRODUC 5 REVISCD ra .wit the Floridar brims M) AeeeMs. N. •A •D iewe De le II/ Engr: JAVAD AWN) CML FLA. PE 70592 CA.N38 0 3 2015 5) TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING UNITS SERIES -249 ALUM OUT -SWING 000R W/ SYk ITES (LM. 0 5 G 1s L o n 33 drawing no. W1 1 —03 K sheet 9 of 16-) • •••• • • • ••• •• •• • • •• • •• •• • • • • • • • • •• •• • • • •• • • •• • ••• •• • •• • • •• •• • • •• • • • ••• • •• • • • ••• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING >• 1) , -ANCHOR. LOCATION ALTERNATE _ALTERNATE ANCHOR LOCATION Lil • • • •• • • •• • • • • • • • • • • O'ANEL.SIDi ITE. INSTALLATION DETAIIS • • • • • • • • • • ••• • ••• • 3/8" MAX.' -. SHIM. T TYPICAL ANCHORS SEE ELEV.- FOR SPACING 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) ALT. FRAME JAMB •• • • • •• ••• •• • • • • #10 • 3/s' PS sI•6 • • • • • AT 6bFRGIA EUOS • M• 24" SC. MAX. • • • • • • • • #10 X 3/4" PH SMS AT 6" FROM ENDS AND 24" 0.C. MAX, j/10 X 1" PH SMS AT 4" FROM ENDS A110 16" 0.C. MAX. EXTERIOR SIDELITE LEAF WIDTH PANEL SIDELITE WIDTH SILICONE 1 1/4" LEAF WIDTH DOOR FRAME WIDTH ALTERNATE ALTERNATE • " EDGE DIST. DOOR LEAF WIDTH = SIDELITE FRAME WIDTH - 3.250 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) ti PRODUC F REVISE() no complying will 14e Pk 3 d3 bawling ttAiogane4No is -CIL i.02• knte_4�jn i SL. .i�,4,.�"h��.•-- faiw 1/•ticwlaaR PANEL SIDELITE UNITS 0 G h 8 G 2 E 1.0 2 8 0 c J I 51 o n 1 1 11 drawing no. W11-03 (sheet1 p of 16) .............. TYPICAL ANCHORS --SEE ELEVATIONS FOR SPACING 3/8° MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS SHIM • • •.• • • • ••• •• •. • • • •• •• • • • • •• • •• • • • •• • • • ••• • • • • • •• •• • • •• • • • ••• • •• •• • • ••• • • •. • • • •• • • •• •'• •• • • • I • RECT.W1 T SILEL .IC_ST LATDN DETAILS • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• LEAF WIDTH DIRECT SET SIDEUTE WIDTH SILICONE PIVOT HINGES #10 X 1° PH SMS —AT 4' FROM ENDS AND i6" O.C. MAX. PIIODUC F REVISED es eo.pty4 *RI. the P7n,NY Mg OND AAe ptA eNoI -rb �..r R••••••• RI .s1 10. Kw& DIRECT_SET SIDELITE UNITS Engr: JAVAD AHMAD CML FLA. PE i 70592 CAN. 3538 15 6 a 2 2 E 5 o� S 8 drawing no. W11-03 (sheet 11 of 16) • •..• . . • •.. •. .. . • .• . •. .. . • • . . •. •• •. •. • . . •. • . •• ••.. •. • • •. •. • • . • . ..• • • •• . .•. ......._4.000 .�•___._.._� 093 1_1.750-1 .625 2 090 • • • • • • • • • • • .. 062 • •• �_- • 5p� 0 �I L_ .332 • • • • •PANEL GLAZING BEAD • d7 TM -155. • O •Z • • • ••.- • 4 r, ��V 3 1n o --rr-- _1.112 -.060 -}'7-___ • • • • • • • • • • • -.062 • 1.750 • • 1.75p •� II 2.375 11 e•/►� AL-FAROOQ CORPORATION ENGINEERS d& PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX. (305) 2626978 j - COMP-ANL\W11 L '-I 2.375 • • j • • • • is 1 (1 `-� --1.843- FRAME HEAD 1M-099 • • • • • I 1.043-•-1 • • • • 4 14e • • • • • ® • SIDELITE, HFA•D/iI�• • • GW -30769 3.465 -I - •2.375 a I^2.125 j- 8.250 - _ ___ _ 77 -;- 850 713 4.000 .062-- 1 1.98a 1 + 1.ae5 .125J ® CENTER GW 37888 HINGE 2.125 :f--- 0.710 4572 I 125 715 x.050 I {- =T ® 1.799 ---i SIDELITE GLAZING BEAD (INSUL, LAM. GLASS) O PIVOT HINGE i9 DOOR TM BOTTOM RAIL -29236 1.262 _� SERIES -249 ALUM OUT—SWING DOOR W/ SIDEaf)ES (LM.L) TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 F43. (954) 781-3595 ,.50p'jI 1.500 0.248 GW 37889-A (g� OUTER HINGE BINGE PIN •�c.. I_{ .25 4.000 2.062 - ��-S C) DOOR JAMB/SIDELITE I L -1,750-410.572 FRAME BA5499 }I 7-- 125 .125'jj- �I .e}5 .062J ,�,0 1. I��'IJ --1 1.376 H.- .625 .062 STD. SILL ADAPTER 29 OW798 .5 '1- .166 MID RAIL CORNER CHANNEL _ -.093 .....�_� 1.750-1 625 r .655 LOW 8T HROESB OLD 1.658 1.750 {[ 3.681 I I_�I HINGE CAP 4191.4e2* 062 4.000 .062 L 1.030 __ 8_ 3.875 .635 1.275 .250 1.829 0 HIGH SILL ADAPTER IJ Ij Ij IJ 38TM-193C 4-1.865-- -1.865-#H0 4.090----1A93 DOORTMHIG9E95STILE r RE, PER INC COMMENTS NO CHANGE MRS SHEET UPDATED TO 2014 FOC 11 NO CNWCE 11.15 5420 1 -2 157 .125- - INSUL. GLASS PANEL ADAPTER `bJ 1 4-32994 .562 }_ .625 1.595 I --II 554 '' 3.500 L a 0 ° ° _ e 1 ° 7.689 ___ T 2.000 1 1 4 2$ 2.040 1 1.750 187 �.1 1.577 4 .375 .082 IBJ"` t I �- .060 .......__.___..4.000 �\ FRAME 579 (STD.) V BA5 'H' MULLION 15 TM -121A SILL COVER 30 TM -180 .075° .625 1„", 1 O BUTT 2.126L HINGE 4.000 � ACTIVE LEAF LOCK STILE LJ TM -172 I .82 H-2.625 t WEATHER-STRIP ADAPTER GW -31826 .082 �I .909 - 1RODUCFKEVISED rtorp *Mb Um flub► MNnf Cede AaYnee No e�0611.0 Dm = 1301100 o ° `---. ---- f „', o l ----- o t �- ,T i 11 4.659 -1[4.093 .075 �� {1 1.287 p- 3.790 j Li i 4.000 I I I r Engr: J µ CMI I� 2.040 L.750 i 1.988 I •166T.062 8 E, SS7708592 deM•tf 1.r4 300-4 - -� }pp 5 .715 .050 1.799 T 35 SIDELITE GLAZ NG BEAD (LAM. GLASS' TM - 157 9 1 2.011 __.J REINFORCNG 31 TM �. -182 779 L BAR l .625 k O ALT. DOOR 1.750 JAMB/SIDELITE FRAME 84 3B ® ALT. FRAME COVER BA SE I J IUt.1 [drawing no. Il 11 W11-03 4.000 INACTIVE LEAF LOCK STILE 4A TM -36048 _.. _..�...._...� sheet l2 0(i§) • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • . •• • • . ..• •• • •• • . • •• . . •• •• • . .•. • •. •. • . ••• FRAME TOP CORNER SIDELITE CORNER DOOR LEAF CORNER FRAME BOTTOM CORNER MID RAIL CORNER •• .• • • ••• SINGLE DOOR W/ S.H. WDW. • • 171M 0 PART./0 EIVANSITY •SCRIPTIDTIr MATERIAL MANY./SUPPLIRR/REMARXS •1 • •IM -09I • 1 • FNIME HEAD• 6063-76 PER TM SPECIFICATIONS 2A • IMEEL E; • 1 FME SI (SIO.) 1=121 PER TM SPECIFICATIONS &Gel•THRFbHOIO COMI 7E19 TM SPECIFICATIONS 3 2 FRAME JAMB Elm = PER 58 SPECIFICATIONS 3A 8A AS REOD. ALT. DOOR JAMB/SIDEUTE FRAME PER TM SPECIFICATIONS 3B BA AS REOD. ALT. FRAME COVER ..®. PER TM SPECIFICATIONS 4 • •TMS 2 ACT rF LOCK STILE ',I PER TM SPECIFICATIONS 4A• •5 •LET 6 • •A -J110469 A- 99 INACTIVE LEAF LACK STILE PANEL H GE STILE 6063-T6 PER TM SPECIFICATIONS 6063-56 PER TM SPECIFICATIONS •M-32914 'AN&L•TOP/BOTTOM RAIL ' �®' PER TM SPECIFICATIONS CW 31826 4 WEATHERSTRIP ADAPTER .�. END OF DOOR STILES (TOP/BOTTOM) FO 107 ..... - 3/ LEAF ........ 3/ LEAF BUTT HINGE _._ _. .... ............._._.___ PHH OT HINGE .6063-T6 6063-T6 6. 6063-78 SULLIVAN & ASSOC. LOIRA • NM CV( AS RE00. SIDEUTE HEAD/SILL - 0 GW 32222 2 DOOR LOCK INSERT 6063-76 LOCK STILE 0 GW -34808 2/ LEAF PRESSURE PLATE -TIE ROD 4' LONG 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN & ASSOC. 15 TM -121A AS REDO. 'H' MULLION 6063-56 - I6 - 32001 32084 32011 AS REVD. AS REVD. AS REVD. FOAM FILLED BULB WSTRIPPING - .__.__..__.... - - .187 X .250 T -SLOT .. ._._._.._—_ MULTI FLAP FOAM FILlEO BULB WSTRIPPING FILLED ..............__—.._.___.__ - FOAM FILLED BULB WSTRIPPING .187 X .350 1-5106 2/LEAF FLUSH80LT GUIDE. LOCK STILE ENDS (TOP/BOTTOM) 6063-T8 M & M PLASTICS • TM -29236 1 PANEL BOTTOM RAIL - IN= AS REOD. 010 x 1/2" F.M. UNDERCUT SMS. AT FLUSH BOLTS ®0 ®aa 2/LEAF 1/2"0 THREADED ROD, WASHER & NUT STEEL TOP/BOTTOM END RAILS DEAD BOLT LOCKING HANDLE - KWIK-56T 23 25 28 IN - - 8A 1 36 AS REOD. AS REOD. MULTI POINT LOCK - STEEL 6063-T5 ACTIVE LEAF, 41' FROM BOTTOM DUST PLUG (OPTIONAL) DOOR JAMB INSTALL. SCREW HOLES .........................................................................._PLASTIC 010 x 1" P.H. 5645. (ASSY. SCREW) DOOR FRAME 1.154.4BERS/MULL CLIPS PER TM SPECIFICATIONS STD. SILL ADAPTER HIGH SILL ADAPTER (USED WITH STD. SILL) ''® PER 51.1 SPECIFICATIONS 30 TM -180 5 SILL COVER 6063-T6 PER TM SPECIFICATIONS 31 TM -182 - LOCK STILE REINFORCEMENT 6063-16 PER TM SPECIFICATIONS 35 TM -157 4 SXOEUTE GLAZING BEAD (LAM. GLASS) 6063-58 SIDE LITE GLAZING PERIMETER 35A 4 SIDELRE GLAZING BEAD (INSUL. LAM. GLASS) 8063-76 510E LITE GLAZING PERIMETER 37 TM -155A OPTIONAL PANEL GLAZING BEAD 6063-T6 PER 11.1 SPECIFICATIONS TM -194 - INSUL GLASS PANEL ADAPTER 'e® PER TM SPECIFICATIONS 39 - AS REGD. SETTING BLOCKS (1/6" X 3/4' X 4" LONG) EPO M DUROMETER 8045 SHORE A DOOR COMPONENTS Env: JAVA° AHMAD CML FLA PE 0 70592 CAN. 3 2016 p*ODuc2REVISED ...Nyl•• whit 1 h FlerW4 Y.dlet Cock Aelepl..ee Ne i- 1• spin••. D.L. 4,Z 2.+A ro 1q C COMP-ANL\W1 249 ALUM OUT -SWING DOOR 1/1 0 2 I n s LU o drawing no. W11-03 (sheet 13 or 16 •••• • • • ••• • •• . • •• • •• •• • • • •• •• •• •• • • . • • • • ••• • • •• • •• •. • • •• •• • ••• • • • • • ••• 0 91 EDGE 01ST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ''I • - ALTERNATE J ANCHOR LOCATION CAS 0 51 w H w B1 r") o x 1-1/2" FH SMS/ SEE ELEVATIONS FOR SPACING 110 0 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING VENT HEIGHT • • ••• • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODIJC r REVISED r e..ptp1.{ ref* tw Drib loarrCar A...ce E>wirew.. Due y r1 nz 1 nw.aPM. .ra; j� SINGLE (X) OPERATING UNITS W/ S.H. WDW. N HI—THRESHOLD OPTION En9r: JAVAD AHMAD CML FLA. PEN 70592 CAN. 538 irif 3 7015 0 1�o .o� 111111 80G�G■ o t o n drawing no.] sheet 14 .9f..16) • • •••• • • • •.. •• •• • • •• • •• •• • • • • • •• • •• •• • • • • • • •• ••• • • •• • • • • • •• • • • ••• • • • • ••• 3/8" MAX. SHIM E1 /10 0 1-1/2 FH SMS SEE ELEVATIONS FOR SPACING • • •• • • • • • •.• •• • •• •• • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • •'3/8" MAX. F1 . SHIM VENT WIDTH • • •• • 1 •• • • • • • TYPICAL ANCHORS r SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. (FIXED) 5.H. WINDOW WIDTH 38-5/8" MAX. 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCIIORS SEE ELEV. FOR SPACING LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION LEAF WIDTH 41-7/8" MAX. FRAME WIOTH \D/ 3/8" MAX_ SHIM _HINEET 5GE OPTIONS SH 187 /. W000 DUCK TYPICAL ANCHORS SEE ELEV. A FOR SPACING FRAME WIDTH SINGLE (X) OPERATING UNITS W/ S.H. WDW. Engt, JAVA° M\UO CML FLA. PE / 70592 CAN. .38 201!i ?ROOM f REVISED r uttkpl4le8 with flit FInr4W 1000.0 n"1S-4�LQC pl•r.,w 0.0_-W 4,4 0004 C 4.2 0 Dl •• • •PG. • • lin •0 • • , I-._ .'qy-� fx. • • •• • 1 •• • • • • • TYPICAL ANCHORS r SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. (FIXED) 5.H. WINDOW WIDTH 38-5/8" MAX. 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCIIORS SEE ELEV. FOR SPACING LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION LEAF WIDTH 41-7/8" MAX. FRAME WIOTH \D/ 3/8" MAX_ SHIM _HINEET 5GE OPTIONS SH 187 /. W000 DUCK TYPICAL ANCHORS SEE ELEV. A FOR SPACING FRAME WIDTH SINGLE (X) OPERATING UNITS W/ S.H. WDW. Engt, JAVA° M\UO CML FLA. PE / 70592 CAN. .38 201!i ?ROOM f REVISED r uttkpl4le8 with flit FInr4W 1000.0 n"1S-4�LQC pl•r.,w 0.0_-W 4,4 0004 C 4.2 • • ••• • • • ••• •. •• •• •• • •• •• • •• • • . • . •• . • • •• • • ..• •• • • • • • • • . . •• • • •.• • . . • ••. T- 8 -1.937 062 r' 1____I --{ .836 IL'1 (7T) FIXED 746 [1 RAIL -•- . .130 t0� REINF. • • . • • AL-FAROOQ CORPORATION a .1 ENGINEERS & PRODUCT DEVELOPMENT 1235 SW. 87 AVE MIAMI, FLORIDA 33174 /\ TEL. (305) 2645100 FAX. (305) 262-6078 v p V • • • ITEM s • PAM g • REM • •.• 00968/17 ON• MATERIAL MANP./SUPPLIER/REMARKS • • • • • 1.1 • • CW- 798. 1 • FF46 E HEAD 6063-T6 PER TM SPECIFICATIONS .062- • • • • 2 :M .17 • 2 • JAMB 6063-T6 PER TM SPECIFICATIONS j� 75 3.1 44. - • 1 •FRM•E FFAIAE SILL 6063-T6 PER TM SPECIFICATIONS 4.1 GW -36123 1 71000 MTG. RAIL 6063-T6 PER TM SPECIFICATIONS 1__1)1„x.' 1 9 5 I--{ Fes -1.875-i C> FRAME HEAD �� 5.1 TM -113 1 STD. VENT TOP RAIL 6063-T6 PER TM SPECIFICATIONS • • • • .1 • • •TM :10 • • • • *� BOTTOM RAIL 6063-T6 PER TM SPECIFICATIONS • • . 417.1 . .W-4180' • • •, *NT JAMB 6063-T6 PER TM SPECIFICATIONS 9.1 GLASS STOP ANGLE R __••8_,_011_ •TMS} • • !/VENT SPITTING LOADED EGRESS LOCK 0 6" FROM ENDS 6063-76 PER TM SPECIFICATIONS ••S • SA.1a • • • xCT wit*•INCH • LOCK . 6" FROM 1605 CAST PER TM SPECIFICATIONS 750p- (-""""'�' 9.1 - A5 REDD. G1A21NG STOP ANGLE ALUMINUM PER TM SPECIFICATIONS 10.1 2 VENT STOP (5-1/4" LONG) PLASTIC PER TM SPECIFICATIONS 2.541 r .095 140 11.1 - 2 SPIRAL BALANCE - CALDWELL 12.1 - 4 VENT GUIDE PLASTIC PER TM SPECIFICATIONS .0 1 0100 50 1 1.749 13.1 WV -3045 AS RE00. BULB WEATHERSTRIP VINYL PER TM SPECIFICATIONS 14.1 W43201 AS RE00. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 4.1 FIXED MEETING .937 RAIL 15.1 W43371 A5 RECO. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS I '�- F-1.563 i 18.1 DOOR STILE REINF. 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS #10 x 1" PM. SMS aT o g inn S � Tr TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL. (954) 781-4430 FAX. (954) 781-3595 17.1 - - FIXED RAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS 18.1 - - DOOR STILE REINFORCING ALUMINUM PER TM SPECIFICATIONS S.H. WINDOW COMPONENTS - .9401- I r_ -I-.658 SII .750-ya.062 9�_I u '-�- I -H 1.045 F-- 7.i SASH SIDE RAIL I •�C� litito„ i ® J^ 1J. 1111011: 111! ! % VENT TOP I,' ,/, /� CORNER 7! 1.125�� .0 �. _IN 750 �� STD. VENT TOP 6 I 1.562 RAIL -y 969 787 _ 2.f 6 v 8 a i p O W n i e 1877 FRAME TOP CORNER i .875 Lc 943 /j 1100,`WY' `2sE0 / 3. �I f PROOUC r REVISED so complying wR►ue Fier*, ,}!� Au.W Coe Aaeq�ee orgiedlim i74L I�� M'�+i .8+ 2 .062 I l .674 .0551 I HHH---1.469-- z.1 FRAME JAMB�� .617 SASH - LATCH L_ 2.050 .062 - 2.826 i-- .8.1 1.362 ,`" .mr.o 0 o 78 .. 1 n - 52 3 3 .. 2.250 .060 I 2.725 ///%/� FRAME BOTTOM CORNER 1 I' 1 CI �'j Lr u� VENT BOTTOM / CORNER Erlir. 04668 N1MA0 CML FlA PE / 7: CAN. 35.8 SL- 8 92 2015W1 662 I f----1,- 1.937 3.1 FRAME SILL drawing no. 1-03 -1.750 6.1 VENT BOTTOM F- RAIL sheet 16 0716 Tr DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) `Cut:v=A ,Tech:Corporation 930 West23'� Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: ExtrudedAluminum Tube Mullion:- L.M.I. APPROVAL DOCUMENT: Drawing No. M95-19A, titled "Aluminum Tube Mujlionti', sheets lar: eugh 6 of 6, dated 12/07/95, with revision F dated 01/29/16, prepared by Al-Farooq portion, siggel, and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control IT.etiii$ wi stalnpayith the Notice of Acceptance number and expiration date by the Miami-Dade County Produ€l:(cuirol Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • •• •. • • LABELING: Each unit shall bear a permanent label with the manufacturer's mimic, logo,�gijy,.state, model/ series, and following statement: "Miami-Dade County Product Control ApprQkr,, unless. fewise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has beenfiled and then jbeen no change in the applicable building code negatively affecting the performance of this ptcoduct. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision oritjange in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsetnent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0430.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy MIAMI-DADE COUNTY APPROVED • NOA Noo-15=0603.18 Expiration•Date:'March 28;2018 Approval Date:: February 18, 2016 Page 1 • • • • • • • . Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 08-0813.08 and 97-0423.05) 2. Drawing No. M95 -.19A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, dated 12/07/95, revision F, dated 01/29/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5636, dated 06/12/08, signed and scaled by Carlos S. Rionda, P.E. (Submitted under NOA# 08-0813.08) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of aluminum fixed windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-96-1054= dated 02/01/96 signed and sealed by Hector Medina, P.E. • • ••••• • (Submitted under NOA# 97-0423.05) •• • •••• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, cor yang wit] •Tilll'+G 5th Edition (2014), dated 02/09/16, prepared by MCY Engineejiiip,,•inc., sigjiell and sealed by Yiping Wang, P.E.'• • . D. QUALITY ASSURANCE 1.. Miami -Dade Department of Regulatory and Economic Resourc$s • .. • . E. MATERIAL CERTIFICATIONS 1. None. E-1 . • . ••. • • • . Mann z, P.E. Product Con •ol Ex miner NOA N t 603.18 Expiration Date: March 28, 2018 Approval Date: February 18, 2016 . . . • •• Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated May 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5636 issued by Fenestration Testing Laboratory, Inc., dated 06/12/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-1024.06) 3. Laboratory compliance letter for Test Report No. HETI-96-1054 issued by Hurricane Engineering & Testing, Inc., dated 02/01/96 signed and sealed by Hector Medina, P.E. (Submitted under NOA No. 97-0423.05) G. OTHERS 1. Notice of Acceptance No, 12=0430.02, issued to Cury-A-Tech Corporation for their Extruded Aluminum Tube Mullion — L.M.I., approved on. 08/02/12 and expiring on 03/28/18. E-2 --)41Manuel P ez, .E. Product Control 'xam er NOANo. ':13.18 Expiration Date: March 28, 2018 Approval Date: February 18, 2016 • ... . • • .... • . . .. . .... • . .... • . .... . .. • . . . . . ..• .. .. • • • . . • .. . • . .. . ... • MULLION LOAD CHART 1"x2"xi/B" TUBE 6063-T6 1X2X L SF' AN 62 m t9 L1_ In 0 0 1 Um` <<coW Z W tsj ,0 1111 SB• „l6• 20 30 40 50 60 70 00 TRIBUTARY WIDTH - INCHES ('2 MULLION LOAD CHART 2"x4"x1/B"TUBE ., 6063-T6 2X4X I1P!IIU Pik onmoskimm umEmmommomm Nummoug. mum 20 30 40 S0 60 70 B0 TRIBUTARY WIDTH - INCHES L12 0 n. 51 I Os 0 am: co Z 3• fir. W o 2 m mi [ 1"0"x1/8" TUBE 1 6063-T6 1X3X MULLION LOAD CHART 313 -3'/8 0- S/� 20 30 40 SO 60 70 BO TRIBUTARY WIOTH - INCHES MU ION OAD HAR 6063 6 2 6 r 111111 mi 111 11114101 141 11110164 m m MULLION LOAD CHART 1"x4-x1/8"TUBE 6063-T6 X1X4 m 20 30 4> S0 60 70 B0 TRIBUTARY WIDTH - INCHES ••••• 20 30 40 90 60• • 70 0041 TRIBUTARY WI3P1 - *INCHES • • • ••• • ••• • • • •••• • • PILQDUC •REVISED q e L nptying wilh tV Cl- 0 C O 3 1 p t;utdln� CcdR J U � Ack}�}cc t� p q • F.xriwl*,DRc_' 4NW 8 2019 • ry r/.. MiamiA o3o 'to&ucl ornf,l GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT Z 3 , W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE -HORIZONTAL MULLION GUZINC PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN 3 TYPICAL MULLION ARRANGEMENTS WIDTH (W) — Wt + w21 2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Engr. JAVAD AHMAD CML FLA. P !T 70592 C.A 3538 MULLIONS , Lio 2 F Q 6 m o o F dget o ooGati Vogr+ 0'&rc 8 Da0o,1 o'tE 4W113�.6' I WQIf h drawing no.' LIA95-19Aj sheet 2 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 4141 • • • •• •• 4100 • • • 49.41 • • ANCHOR LOAD CHART m LL to 0' 0 0 J z um Hr 0 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES P2 ANCHOR LOAD CHART ll ■• 010P46 ilsolibmi.. EL...... c % MI MEMOAe MMMilighq ANCHORS TYPE BC 0(2016 . mumNa\ 0 a 0 4 O J z 0 ANCHOR LOAD CHART 80 20 30 40 50 60 70 TRIBUTARY WIOTH - INCHES 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80 tp Ea a 0• 4 J z Um H T-- 0 0 m ANCHOR LOAD CHART 80 •111 II 111117 '. MEM. RININISSMI WM WM. rtglir0441 MI SINEMR400* ■44 ANCHORS TYPE C8 6 0. a 0 4 0 J z 0 H O Ea m m m m ANCHOR LOAO CHART %1k , r,. �eHOR 8 .v.. .1 E O I*uu ■ �i iIIIIAiii116. Meg ter. E■ \INN%MkellAtaihrill4E%alaalkill 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 80 m CL m ,m 0 a 0 J z LD m Hh w , •� • •w •• • ANCHORS TYPES SEE SHEETS 4k5 WI ANCHORS TES SEE SHEETS 4 8 5 W2 ANCHORS TYPES SEE SHEETS 4 8 5 HORIZONTAL MULLION ARCHES TO BE INSCRIBED 18510E RECTANGULAR SHAPE MULLION SPAN ANCHORS TYPES SEE SHEETS 4 8 5 TYPICAL MULLION ARRANGEMENTS WIDTH (W) — Wt +2 W2 1 3 3 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED RODUCT R VI051) • - complying wi1411 b5115—!too 6 TuilMng Curly 11 nccepllwce 2t 8 Z 9 r3xpic0non i)ntc_ �� U [ANCHORS 0 • 200• • • 40 50 60 70 80 TRIBUTARY WIDTIT - INCHES • • • • •T�IB�ITAQY WIDTH - INCHES • • • • • • • • •• • • •• • • • ••• • • 20 30 40 50 • 60• 70 • 4 Now El, Plod. ntroL Eng. JAVA) AHMAD FIA PE CAN 70592 20115 H ' drawing no. M95 -19A, (sheet 3 of 6 ) ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • VERTICAL MULLION z U GLAZING GLAZING f PRODUCT PRODUCT WI ANCHORS TES SEE SHEETS 4 8 5 W2 ANCHORS TYPES SEE SHEETS 4 8 5 HORIZONTAL MULLION ARCHES TO BE INSCRIBED 18510E RECTANGULAR SHAPE MULLION SPAN ANCHORS TYPES SEE SHEETS 4 8 5 TYPICAL MULLION ARRANGEMENTS WIDTH (W) — Wt +2 W2 1 3 3 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED RODUCT R VI051) • - complying wi1411 b5115—!too 6 TuilMng Curly 11 nccepllwce 2t 8 Z 9 r3xpic0non i)ntc_ �� U [ANCHORS 0 • 200• • • 40 50 60 70 80 TRIBUTARY WIDTIT - INCHES • • • • •T�IB�ITAQY WIDTH - INCHES • • • • • • • • •• • • •• • • • ••• • • 20 30 40 50 • 60• 70 • 4 Now El, Plod. ntroL Eng. JAVA) AHMAD FIA PE CAN 70592 20115 H ' drawing no. M95 -19A, (sheet 3 of 6 ) ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MULLION CLIP SNUG FIT INTO TUBEMULLION ANCHOR TYPE 'A8' 2/ CLIP 1/2" MAX. MULLION MULUON MULLION CLIP SNUG FIT INTO TUBE MULLION HOLLOW/FILLED BLOCK CONCRETE 1BY OR 2BY W000 BUCK . 1 1./4" ANCHORS: TYPE 'AB'— 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY WOOD BUCKS INTO HOLLOW/FILLED BLOCKS WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY — 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLE TO MASONRY MULLION CUP SNUG FIT INTO TUBE MULLION MULLION 1/2" MAXI MULLION MULUON CLIP SNUG FIT INTO TUBE MULLION CONCRETE ANCHORS: TYPE 'AC'— 14N. DIO yvRAAON,1' 'E$C0' IIRECTLY INTO CQNC F• • *PITH 1-3/4i MIN.•FMBEli INjO • •• • • • • ANf•40R FDCF G1CTcur•,FF • •IItfo CItTE Jil-1/2• MINI. • ••• • • • • • • • • • • • •• • WOOD AT HEAD, SILL .OR JAMBS SG a 155 MIN. • • • • CONCRETE AT HEAD, SILL OR JAMBS Fe !•00 Al MIN. • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm . 2000 PSI MIN. ••• • • • •• • ANCHOR TYPE 'AC' 2/ CLIP Fu KS. F =155 KSI) MTET (HEAD/SILL/JAMBS) •• FLOATING MULLION CI IPS CLIPS TO FIT SNUG INTO TUBE MULLIONS LENGTH = INSIDE DIMENSION OF TUBE — 1/32" NOTCH LEGS AS REOD., TO FIT INSIDE TUBE NOTCH CUP TO MISS MARBLE SILL OR TRIM ANCHOR TYPE 'AC' 2/ CLIP PPQDUCF REV SDD �mplyin vITh to l'lodda • A4"C'i 5- 0 6 0 3. 1 8 f 1 .1114; 8 2013 ldiani Dif OP adeP odu Co rot WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED. Engr: JAVAD AHMAD CML FIA. Ai4 PE 7059 53B2 I"r''. 9 2015 1-4 drawing no. hi95-19A Fheet 4 of 6 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION CLIP SNUG FIT INTO TUBE MULLION 1/2" MAX. ULLION ANCHOR TYPES 4/ CLIP HOLLOW/FILLED BLOCK CONCRETE MULLION MULLION CLIP SNUG FIT INTO - TUBE MULLION l 1 r L 1/2" MAX. ANCHORS: 1BY OR 28Y WOOD BUCK 1 e 1/4" TYPE 'BB'- 1/4" DIA ULTRACON BY 'EI CO' (Fu=177 K51, Fy=155 KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 98Y WOOD BUCKS INTO HOLLOW/FILLED BLOCKS WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) TYPE '80'- 1/4" OU UI TRACON 8Y 'ELCO' (Fa -177 KSI, Ty=155 K5) THRU 185 WOOD BUCKS INTO CONCRETE WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. NOTCH WOOD BUCK i -TO ACCOMODATE CLIP ANGLE TO MASONRY MULLION CLIP SNUG FIT INTO TUBE MULLION MULLION MULLION MULLION CUP SNUG FIT INTO - TUBE MULLION FILLED BLOCK CONCRETE ANCHOR TYPES 'CB' & 'CC' 4/ CLIP 1/2" MAX. ANCHORS: TYPE 'CB'- 1/4' DIA ULTRACON BY 'ELCO' (Fu -177 KSI, ••Fy-155 KSI) DIIITUr •WIITHC i-3 rO 9, 9. +1BIDiP TO *Lows (JATBS) TYPE 'CC'- }/4" DIASIkTRACONSBY. F 4:77 77 Fy=155 KSI) • QQ((Fi{CTt•Y ID}i0 CON•RETC • • • • WITH 1-S/f" MIFF PMBEO•INTO COIAREIE•(HEAD/SILL/JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. • INOO•Yp00 STRLICTURE•‘ a" MIN. • • • •• • I�tODUCT SBD • • • • • • Iyil oT� the Florida • • • •• W000 AT HEAD, SILL OR JAMBS SG = 0,•911 MIN. • • • ISx it io1>ti • CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. 0-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. ., m -r mi eF1 acl Coal 04 FLOATING MULLION CLIPS CLIPS TO FIT SNUG INTO TUBE MULLIONS LENGTH = INSIDE DIMENSION OF TUBE - 1/32" NOTCH LEGS A5 REGD. TO FR INSIDE TUBE .18 WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED. En9r: JAVAD AHMAD CIVIL FU. PEA 70592 CAN. 3 e 0 ALUMINUM TUBE MULLIONS n a� drawing no. M95 -19A (sheet 5 of uJ ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • FLOATING CUP LEGS REMOVED I(14 S.M.S. 2/ ANGLE (CHART CBC) 3/ ANGLE (CHART CCC) N L TUBE MULLION 10? OR 2BY TUBE MULLION • • • • • • ALUM ANGLE 2 X 3/4 X 1/8" 1-5/8" LONG (FOR 2" TUBE) 2-5/8" LONG (FOR 3" TUBE) 3-5/8" LONG (FOR 4", 5" & 8" TUBES) -ACCESS HOLE /14 S.M.S. 2/ ANGLE (CHART CBC) 3/ ANGLE (CHART EEC) -TUBE MULLION THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION #14 F.H. 2/ ANGLE (CHART A & B) 3/ ANGLE (CHART C) ANCHORS DETAIL #1 METAL TO METAL CONNECTION •• ••• • • • • • •• • • • •• ••• •• • • • •• PRODUCTREVISED • c cminLICTgwilhl4e Flo. O t + • • • • • • • • • UFIJing Codc• '' 5 - J 1 ii:cco ' ice• e l rdrav 1 2018 • • • • • • }. liain '4 Ad2Ilio 101 on'p'• / 1 TUBE MULLION Engo JAVA° AHMAD CML FIA. PE 70592 C.A.N. 537 MULLIONS FAX. (305) B88-9969 a 3 drowing no. M95 —19A (sheet6 of 6) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • 2.000 -..........1 2.000 1.000 .125 TYP. 1 X2X 1/8' TUBE MUI LION 6063-T6 -1 1.000 j- 3.000 1Y .125P 1 X 3 X 1/8' TUBE MULLION 6053-T6 4.000 2 X 4 X 1/8" TUBE MULLION 6063-T6 .125 .125 -1 689 r 1 688 r- _...._ 2.000 _. 1 1.938 4.688 MULLION CLIP (6063-T6) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. 1.938 .125-- MULLION CLIP LEOS REMOVED _1 1.000 r_ 6.000 4.000 11.1 1/8'1 TUBE•MULLLON 6063-T6 r 1714. .125 2 X 6 X 1/8" TUBE MULLION 6063-T6 —I .688I— .125 2.110 .125 2.110 MULLION CLIP (6063-T6) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. MULLION CLIP LEGS REMOVED -1.730--j 1.885 .125—' I 2.125 5.500 MULLION CLIP (6063-76) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. 0 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Mr ULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON --IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS 2 — USING MULLION PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (14614Z). 1.730 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS 8Y OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 1140 REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. 2.125 MULLION CLIP LEGS REMOVED INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STFP 9 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP t ABOVE. USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN 5TEP 1 ABOVE. • •• ••• • • • • • • • • • • •• ••• •• • • • •• THIS NOA 15 NOT VALID WITHOUT CORPORATE SEAL OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED. • • • • • • • • • • • • • ADDUCT REVISED oecomptyiiltwil•the Flori1 O • • dki•IfgC«e •1 - 6 0 3. V • • • • • • • ,1414 4411 1O • • • • •• Es Nikon •ion NAM 61;1 ; 1018 ••• • • • wv ianhi •�c r, .0e1 049 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• Eng : JAVAD AHMAD CML FLA. PE 70592 CA.N. 538 MULLIONS ALUMINUM or N o� o� e S o 8 S L. drowing no. M95 -19A (;heel 1 of 6 PRODUCT APPROVAL REVIEW FORM ADDRESS: 305 NE 91ST STREET, MIAMI SHORES, FL 33138 QTY OPENING LOCATIO N OPENING ZONE LOCATIO N ZONE 4 SIZE NOA NUMBER OR FL NUMBER NOA DESIGN PRESSURE RATING REQUIRED DESIGN PRESSURE RATING GLASS THICKNE CONNECT EGRESS SS ION TYPE REQUIREMENT WIDTH 74 HEIGHT 38 318 (+)PSF (-)PSF (+)PSF (-)PSF YES NO 1 W1 15-0505.29 80 90 40.4 43.8 7/16" TAPCON X 5 W2 ZONE 4 37 38 3/8 15-0505.29 80 90 40.4 43.8 7/16" TAPCON X 2 W3 ZONE 4 74 63 FL15920.1 70 70 40.4 43.8 7/16" TAPCON X 5 W4 ZONE 4 74 63 15-0505.29 80 90 40.4 43.8 7/16" TAPCON X X 2 W5 ZONE 4 37 50 518 15-0505.29 80 90 40.4 43.8 7/16" TAPCON X 2 W6 ZONE 4 37 63 FL16132.1 80 90 40.4 43.8 7/16" TAPCON X 2 W5/W6 MUL ZONE 4 1X4 63 15-0603.18 100 100 40.4 43.8 6 W7 _ ZONE 4 19 63 FL16132.1 80 90 40.4 43.8 7/16" TAPCON X 6 W8 ZONE 4 19 63 FL15920.1 70 70 40.4 43.8 7/16" TAPCON X 1 D1 ZONE 4 86 80 FL15726 60 60 40.4_ 43.8 7/16" TAPCON X 1 D2 ZONE 4 31 1/2 79 3/4 15-0611.05 80 80 40.4 43.8 7/16" TAPCON X t 1 1 D3 15-0611.05 ZONE 4 1 60 83 FL15726 70 70 40.4 43.8 7/16" TAPCON X D4 ZONE 4 1 31 1/2 79 3/4 15-0611.05 80 80 40.4 43.8 7/16" TAPCON X BUILDING HEIGHT 15 FEET WIND SPEED= 175 M.P.H Kd=.85 EXPOSURE CATEGORY= C ASCE 7-10 FBC 2014 Wir W2 OFFICE W2 W2 iD2 D1 W4 W4 W2 KITCHEN W1 • • ••• •. •• • • • • • • • • • • • • • ••• • • . • • . ••• • 4 • • • • ••• •• •• • •• • • • • • • • ••• • • • • • • • •• • . . • • •• ••• • • • • • • • . • • • •, � • • s 5• • • • 0000 • • • • • • • BEDROOM ..• :• • •• W4 • • • BEDROOM LIVINGROOM EXISTING STEEL COLUMNS BEDROOM / W2 RECEIVED APR 1 ' 2017 BY. W4 CQ=3 e,„5 w e^,i'PROVED w Z 0 BLDG DEPT J CC w 0 w LI- -J J J w 0 z J 2 0 J 0 H S I ATE AND COUNTY RULES AND REGULATIONS